From 1c2581f09380c446a9af572771610d3cc6884690 Mon Sep 17 00:00:00 2001 From: Vivian Giulia Fernandes Date: Sun, 5 Oct 2025 14:38:56 -0300 Subject: [PATCH 1/4] =?UTF-8?q?docs:=20Cria=C3=A7=C3=A3o=20do=20requiremen?= =?UTF-8?q?ts=20e=20pasta=20de=20imagens?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- .gitignore | 2 ++ app/images/btn_caa.png | Bin 0 -> 8299 bytes app/images/btn_cadicional.png | Bin 0 -> 11939 bytes app/images/btn_flexaocomposta.png | Bin 0 -> 14887 bytes app/images/btn_flexaosimples.png | Bin 0 -> 13241 bytes app/images/btn_inicio_fundacoes.png | Bin 0 -> 2726 bytes app/images/btn_inicio_lajes.png | Bin 0 -> 3754 bytes app/images/btn_inicio_pilares.png | Bin 0 -> 1562 bytes app/images/btn_inicio_vigas.png | Bin 0 -> 4678 bytes app/images/btn_tabbitolas.png | Bin 0 -> 11743 bytes app/images/btn_tabmarcus.png | Bin 0 -> 18271 bytes app/images/btn_tabventirinni.png | Bin 0 -> 12691 bytes app/images/cota_h_laje.png | Bin 0 -> 647 bytes app/images/cota_v_laje.png | Bin 0 -> 660 bytes app/images/engaste_d.xcf | Bin 0 -> 6572 bytes app/images/engh.png | Bin 0 -> 3999 bytes app/images/engv.png | Bin 0 -> 4319 bytes app/images/esquema_bielas.png | Bin 0 -> 7984 bytes app/images/esquema_bielas_legenda.png | Bin 0 -> 8495 bytes app/images/esquema_pilar.png | Bin 0 -> 5216 bytes app/images/git_logo.png | Bin 0 -> 12680 bytes app/images/laje-esqm.png | Bin 0 -> 2808 bytes app/images/laje.png | Bin 0 -> 83639 bytes app/images/laje_unidirecional_ee.png | Bin 0 -> 2972 bytes app/images/laje_unidirecional_ee2.png | Bin 0 -> 3778 bytes app/images/laje_unidirecional_le.png | Bin 0 -> 2201 bytes app/images/laje_unidirecional_le2.png | Bin 0 -> 3303 bytes app/images/laje_unidirecional_ll.png | Bin 0 -> 1319 bytes app/images/laje_unidirecional_ll2.png | Bin 0 -> 2139 bytes app/images/laje_unidirecional_modelo.png.png | Bin 0 -> 795 bytes app/images/lajes_view.png | Bin 0 -> 2100 bytes app/images/livh.png | Bin 0 -> 365 bytes app/images/livv.png | Bin 0 -> 367 bytes app/images/logo.ico | Bin 0 -> 39163 bytes app/images/logo.png | Bin 0 -> 13060 bytes app/images/logo3.png | Bin 0 -> 13060 bytes app/images/logo_a3_mini.png | Bin 0 -> 15794 bytes app/images/logo_brunel.png | Bin 0 -> 15696 bytes app/images/logo_engtool.png | Bin 0 -> 24135 bytes app/images/nassau_logo.png | Bin 0 -> 15062 bytes app/images/navier_logo.png | Bin 0 -> 3531 bytes app/images/navier_logo_mini.png | Bin 0 -> 4354 bytes app/images/navier_logo_mini_alt.png | Bin 0 -> 8633 bytes app/images/navier_logo_mod.png | Bin 0 -> 4988 bytes app/images/navier_pilar_esquema.png | Bin 0 -> 6227 bytes app/images/navier_viga_dupla.png | Bin 0 -> 4375 bytes app/images/pilar_engaste_a.png | Bin 0 -> 1756 bytes app/images/pilar_engaste_b.png | Bin 0 -> 1514 bytes app/images/pilar_engaste_c.png | Bin 0 -> 1279 bytes app/images/pilar_engaste_d.png | Bin 0 -> 1241 bytes app/images/sapata_perfil.png | Bin 0 -> 3351 bytes app/images/sapata_sup.png | Bin 0 -> 9269 bytes app/images/secao_viga.png | Bin 0 -> 4548 bytes app/images/secao_viga_detalhamento.png | Bin 0 -> 6942 bytes .../secao_viga_detalhamento_infos.png.png | Bin 0 -> 48132 bytes requirements.txt | 12 ++++++++++++ 56 files changed, 14 insertions(+) create mode 100644 app/images/btn_caa.png create mode 100644 app/images/btn_cadicional.png create mode 100644 app/images/btn_flexaocomposta.png create mode 100644 app/images/btn_flexaosimples.png create mode 100644 app/images/btn_inicio_fundacoes.png create mode 100644 app/images/btn_inicio_lajes.png create mode 100644 app/images/btn_inicio_pilares.png create mode 100644 app/images/btn_inicio_vigas.png create mode 100644 app/images/btn_tabbitolas.png create mode 100644 app/images/btn_tabmarcus.png create mode 100644 app/images/btn_tabventirinni.png create mode 100644 app/images/cota_h_laje.png create mode 100644 app/images/cota_v_laje.png create mode 100644 app/images/engaste_d.xcf create mode 100644 app/images/engh.png create mode 100644 app/images/engv.png create mode 100644 app/images/esquema_bielas.png create mode 100644 app/images/esquema_bielas_legenda.png create mode 100644 app/images/esquema_pilar.png create mode 100644 app/images/git_logo.png create mode 100644 app/images/laje-esqm.png create mode 100644 app/images/laje.png create mode 100644 app/images/laje_unidirecional_ee.png create mode 100644 app/images/laje_unidirecional_ee2.png create mode 100644 app/images/laje_unidirecional_le.png create mode 100644 app/images/laje_unidirecional_le2.png create mode 100644 app/images/laje_unidirecional_ll.png create mode 100644 app/images/laje_unidirecional_ll2.png create mode 100644 app/images/laje_unidirecional_modelo.png.png create mode 100644 app/images/lajes_view.png create mode 100644 app/images/livh.png create mode 100644 app/images/livv.png create mode 100644 app/images/logo.ico create mode 100644 app/images/logo.png create mode 100644 app/images/logo3.png create mode 100644 app/images/logo_a3_mini.png create mode 100644 app/images/logo_brunel.png create mode 100644 app/images/logo_engtool.png create mode 100644 app/images/nassau_logo.png create mode 100644 app/images/navier_logo.png create mode 100644 app/images/navier_logo_mini.png create mode 100644 app/images/navier_logo_mini_alt.png create mode 100644 app/images/navier_logo_mod.png create mode 100644 app/images/navier_pilar_esquema.png create mode 100644 app/images/navier_viga_dupla.png create mode 100644 app/images/pilar_engaste_a.png create mode 100644 app/images/pilar_engaste_b.png create mode 100644 app/images/pilar_engaste_c.png create mode 100644 app/images/pilar_engaste_d.png create mode 100644 app/images/sapata_perfil.png create mode 100644 app/images/sapata_sup.png create mode 100644 app/images/secao_viga.png create mode 100644 app/images/secao_viga_detalhamento.png create mode 100644 app/images/secao_viga_detalhamento_infos.png.png create mode 100644 requirements.txt diff --git a/.gitignore b/.gitignore index 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| Bin 6227 -> 0 bytes navier_viga_dupla.png | Bin 4375 -> 0 bytes pilar_area_aco.py | 115 - pilar_engaste_a.png | Bin 1756 -> 0 bytes pilar_engaste_b.png | Bin 1514 -> 0 bytes pilar_engaste_c.png | Bin 1279 -> 0 bytes pilar_engaste_d.png | Bin 1241 -> 0 bytes pilares.py | 471 --- pilares.ui | 1633 ---------- pilares_alt.ui | 1382 --------- pilares_areas_aco.ui | 513 ---- sapata_perfil.png | Bin 3351 -> 0 bytes sapata_sup.png | Bin 9269 -> 0 bytes sapatas.ui | 1185 -------- sapatas_alt.ui | 1175 -------- secao_viga.png | Bin 4548 -> 0 bytes secao_viga_detalhamento.png | Bin 6942 -> 0 bytes secao_viga_detalhamento_infos.png.png | Bin 48132 -> 0 bytes tabela_bitolas.py | 38 - tabela_marcus.pdf | Bin 130014 -> 0 bytes teste_classe_agressividade.py | 58 - vigas.ui | 1495 ---------- vigas_alt.ui | 1498 ---------- 87 files changed, 32007 deletions(-) delete mode 100644 bitolas_ferros.ui delete mode 100644 btn_caa.png delete mode 100644 btn_cadicional.png delete mode 100644 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delete mode 100644 tabela_marcus.pdf delete mode 100644 teste_classe_agressividade.py delete mode 100644 vigas.ui delete mode 100644 vigas_alt.ui diff --git a/bitolas_ferros.ui b/bitolas_ferros.ui deleted file mode 100644 index c9261ae..0000000 --- a/bitolas_ferros.ui +++ /dev/null @@ -1,355 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 456 - 371 - - - - MainWindow - - - - - - 10 - 60 - 441 - 291 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bitola - - - - - Área da Seção - - - - - Tipo de Aço - - - - - 5 mm - - - AlignCenter - - - - - 19.63 mm² - - - AlignCenter - - - - - CA-60 - - - AlignCenter - - - - - 6.3 mm - - - AlignCenter - - - - - 31.17 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 8 mm - - - AlignCenter - - - - - 50.26 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 10 mm - - - AlignCenter - - - - - 78.53 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 12.5 mm - - - AlignCenter - - - - - 122.71 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 16 mm - - - AlignCenter - - - - - 201.06 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 25 mm - - - AlignCenter - - - - - 490.87 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 32 mm - - - AlignCenter - - - - - 804.24 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - 40 mm - - - AlignCenter - - - - - 1256.63 mm² - - - AlignCenter - - - - - CA-50 - - - AlignCenter - - - - - - - 10 - 20 - 241 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Tabela de Bitolas de Aço</span></p></body></html> - - - Qt::AutoText - - - - - - 260 - 20 - 161 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações de ferros comerciais.</p></body></html> - - - - - - - 0 - 0 - 456 - 21 - - - - - - - - diff --git a/btn_caa.png b/btn_caa.png deleted file mode 100644 index 326ba6ab51818645710dfbb079dab0f406d3e6c2..0000000000000000000000000000000000000000 GIT binary patch literal 0 HcmV?d00001 literal 8299 zcmb7pRa6{6yW|Y+1a}z*f=jSKaCZxn;I07%cZc8(!QBb&?(Po3T?Y*k2okv5fA>D@ 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z7l^WZ1q<7Pr&;D{@U#VKubGtJICZp%G69>YcCBA>RVlnug$La^ETkdf4?!i z7!A<2lwgP~nTB;1^O$|=`sMDB-Gzs41_6~rALY#=hB*r38X=d%rj(1gp5V&XwRKngISI06u;D{+8sqR;+^Em|%Yi?F&DgQGU*!ubY@!Ibh%Y zYik-45-V-9T&J;Or&7GA$QezHdcFWK9LMA?wUv@IDjjeeLzAPZQoFkYyCf&{|K7K+ z%`mBsIBd}CM)w=x@}fx!w>bG55TyL1mtxRL^p{+Qtj6ThwsSPJRf&~QrA<3AHoV1CcQJBM< z=)@qGR{EcEfB_sl`0qSrQdD3Z!v^yO#8LlGg#_fa-};@o4h3tDs{{X2P#{v`@?te2 H27&(vwEX!6 diff --git a/cargas adicionais.py b/cargas adicionais.py deleted file mode 100644 index 2fb9575..0000000 --- a/cargas adicionais.py +++ /dev/null @@ -1,41 +0,0 @@ - - - -import sys - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import QTableWidget,QTableWidgetItem - - -class Carga_Adicional(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - - self.ui = loadUi('lajes_carg_adicional_atualizada.ui',self) - #self.tableWidget.setRowCount(linhas) - #self.tableWidget.setColumnCount(colunas) - #table = self.tableWidget() - #header = self.tableWidget.horizontalHeader() - #header.setSectionResizeMode(QtWidgets.QHeaderView.ResizeToContents) - #header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - - self.tableWidget.resizeRowsToContents() - - self.setWindowTitle('Navier - Cargas Adicionais') - self.show() - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - aplicacao = Carga_Adicional() - app.exec_() diff --git a/cargas adicionais_atualizada.py b/cargas adicionais_atualizada.py deleted file mode 100644 index 6b1780e..0000000 --- a/cargas adicionais_atualizada.py +++ /dev/null @@ -1,47 +0,0 @@ - - - -import sys - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import QTableWidget,QTableWidgetItem -from PyQt5 import QtWidgets, QtGui, QtCore - - -class Carga_Adicional(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - - self.ui = loadUi('lajes_carg_adicional_atualizada.ui',self) - #self.tableWidget.setRowCount(linhas) - #self.tableWidget.setColumnCount(colunas) - #table = self.tableWidget() - #header = self.tableWidget.horizontalHeader() - #header.setSectionResizeMode(QtWidgets.QHeaderView.ResizeToContents) - #header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - - header = self.tableWidget.horizontalHeader() - #header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - #header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - #header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - - #item = QTableWidgetItem('Cargas') # create the item - #item.setTextAlignment(QtCore.Qt.AlignVCenter | QtCore.Qt.AlignHCenter) # change the alignment - - - #self.tableWidget.resizeRowsToContents() - - self.setWindowTitle('Navier - Cargas Adicionais') - self.show() - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - aplicacao = Carga_Adicional() - app.exec_() diff --git a/class_agres.ui b/class_agres.ui deleted file mode 100644 index d396e2e..0000000 --- a/class_agres.ui +++ /dev/null @@ -1,456 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 575 - 511 - - - - MainWindow - - - - - - 10 - 350 - 561 - 141 - - - - - 631 - 421 - - - - - Elemento - - - - - Laje - - - - - Viga - - - - - Pilar - - - - - I - - - - - II - - - - - III - - - - - IV - - - - - Classe de Agressividade Ambiental - - - AlignCenter - - - - - - - - - - - - - - - - - - - - 2 cm - - - - - 2.5 cm - - - - - 3.5 cm - - - - - 4.5 cm - - - - - 2.5 cm - - - - - 3 cm - - - - - 4 cm - - - - - 5 cm - - - - - 2.5 cm - - - - - 3 cm - - - - - 4 cm - - - - - 5 cm - - - - - - - 10 - 60 - 561 - 231 - - - - - 631 - 421 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Classe - - - - - Agressividade - - - - - Tipo de Ambiente - - - - - Risco de Deterioração - - - - - I - - - - - Fraca - - - AlignCenter - - - - - Rural - - - AlignCenter - - - - - Insulficiente - - - AlignCenter - - - - - Submersa - - - AlignCenter - - - - - II - - - - - Moderada - - - AlignCenter - - - - - Urbana - - - AlignCenter - - - - - Pequeno - - - AlignCenter - - - - - III - - - - - Forte - - - AlignCenter - - - - - Marinha - - - AlignCenter - - - - - Grande - - - AlignCenter - - - - - Industrial - - - AlignCenter - - - - - V - - - - - Muito Forte - - - AlignCenter - - - - - Industrial - - - AlignCenter - - - - - Elevado - - - AlignCenter - - - - - Respingos de Maré - - - AlignCenter - - - - - - - 40 - 20 - 241 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Classes de Agressividade Ambiental</span></p></body></html> - - - Qt::AutoText - - - - - - 290 - 20 - 271 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6118/14 - Tabela 6.1.</p></body></html> - - - - - - 290 - 310 - 271 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6118/14 - Tabela 7.2.</p></body></html> - - - - - - 40 - 310 - 241 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Cobrimentos Mínimos/Agressividade</span></p></body></html> - - - Qt::AutoText - - - - - - - 0 - 0 - 575 - 21 - - - - - - - - diff --git a/cota_h_laje.png b/cota_h_laje.png deleted file mode 100644 index 87402abe8f823c40714e3c9f0eda0830f1763ecb..0000000000000000000000000000000000000000 GIT binary patch literal 0 HcmV?d00001 literal 647 zcmV;20(kw2P)EX>4Tx04R}tkv&MmKpe$iQ>8_!4t5Z62w0sgh>AE$6^me@v=v%)FuC*#nlvOS zE{=k0!NHHks)LKOt`4q(Aou~|;_9U6A|?JWDYS_3;J6>}?mh0_0Yam~RI_UWP&La) z#baVNw<-o+5kwe$7=d46rk+SIX5cx#?&0I>U6f~epZjz4DtVIuK9P8i>4rtTK|Hf* z>74h8!>lAJ#OK8023?T&k?XR{Z=8z`3p_JyWK#3QVPdh^!Ey()lA#h$6Gs$PqkJLj 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b/detalhamento_vigas.py deleted file mode 100644 index b7a1a5e..0000000 --- a/detalhamento_vigas.py +++ /dev/null @@ -1,185 +0,0 @@ - - - -import sys - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import QTableWidget,QTableWidgetItem -import pyqtgraph as pg - -tabela_bitolas = [ - [6.3, 31.17], - [8, 50.26], - [10, 78.53], - [12.5, 122.71], - [16, 201.06], - [20, 314.15], - [25, 490.87], - [32, 804.24], - [40, 1256.63] - ] -info_viga = ['95','12','45','40','1.9'] - -class Detalhar_viga(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('detalhamento_vigas_alt.ui',self) - self.setWindowTitle('Navier - Vigas - Detalhamento') - self.show() - def load_signals(self): - print('inicializado') - self.pushButton.clicked.connect(self.calcular_area) - #self.pushButton.clicked.connect(self.calcular_estribos) - self.pushButton_2.clicked.connect(self.limpar_detalhamento) - self.pushButton_3.clicked.connect(self.recuperarValores) - - - #pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) - - self.widget.setTitle('nº barras/Bitola') - self.widget.showGrid(x=True,y=True,alpha=1) - - #if '0' not in info_viga: - # self.recuperarValores() - - def calcular_estribos(self): - vsw = self.lineEdit_14.text() - fyk_estribo = self.comboBox_2.currentText() - tramos = self.lineEdit_15.text() - - if (vsw != '0' and tramos != '0'): - vsw = float(self.lineEdit_14.text()) - bitola_estribo = float(self.comboBox.currentText()) - fyk_estribo = float(self.comboBox_2.currentText()) - tramos = float(self.lineEdit_15.text()) - d = float(self.lineEdit_13.text()) - - area_bitola = (3.14*((bitola_estribo/1000)**2)/4) - - print(vsw) - print(bitola_estribo) - print(tramos) - print(fyk_estribo) - print(area_bitola) - - - s_estribo = ((tramos * area_bitola * 0.9 * (d/100) * (fyk_estribo*100000/1.15))/vsw*1000)/100 - s_estribo = round(s_estribo, ndigits=3) - - self.lineEdit.setText(str(s_estribo)) - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes para o cálculo dos Estribos!") - - - def recuperarValores(self): - area_aco = info_viga[0] - base = info_viga[1] - altura = info_viga[2] - d = info_viga[3] - d_agreg = info_viga[4] - - self.lineEdit_11.setText(area_aco) - self.lineEdit_10.setText(base) - self.lineEdit_9.setText(altura) - self.lineEdit_12.setText(d_agreg) - self.lineEdit_13.setText(d) - - def calcular_area(self): - area_aco = self.lineEdit_11.text() - base = self.lineEdit_10.text() - altura = self.lineEdit_9.text() - d_agreg = self.lineEdit_12.text() - d = self.lineEdit_13.text() - - if (area_aco != '0' and base != '0' and altura != '0' and d_agreg != '0' and d != '0'): - - self.widget.clear() - area_aco = float(self.lineEdit_11.text()) - base = float(self.lineEdit_10.text()) - altura = float(self.lineEdit_9.text()) - cobrimento = float(self.comboBox_3.currentText()) - bitola_estribo = float(self.comboBox.currentText()) - x = [] - y = [] - z = [] - cont = 0 - for i in tabela_bitolas: - n_barras = float(area_aco/i[1]) - print('bitola: ',i[0],' - nº barras: ',n_barras) - - self.tableWidget.setItem(cont,2, QTableWidgetItem(str(round(n_barras, ndigits=2)))) - self.tableWidget.setItem(cont,3, QTableWidgetItem(str(round(n_barras +0.5)+1))) - - x.append(i[0]) - y.append(round(n_barras +0.5)+1) - - bitola = x[cont] - n_barras = (round(n_barras +0.5)+1) - - espass_horizontal = (round(base - 2*(cobrimento+bitola_estribo/10) - n_barras*(bitola/10), ndigits=2))/(n_barras-1) - - z.append(round(espass_horizontal,ndigits=2)) - self.tableWidget.setItem(cont,4, QTableWidgetItem(str(espass_horizontal))) - - print('base:',base) - print('cobrimento:',cobrimento) - print('bitola_estribo:',bitola_estribo) - print('n_barras:',n_barras) - - cont +=1 - - #print(x) - #print(y) - #print(z) - - self.widget.plot(x=x,y=y,pen=(3)) - - self.calcular_espacamentos() - self.calcular_estribos() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def calcular_espacamentos(self): - bitola = float(self.comboBox_4.currentText()) - d_agreg = float(self.lineEdit_12.text()) - - s_horizontal = max(2, (bitola/10), 1.2*d_agreg) - s_vertical = max(2, (bitola/10), 0.5*d_agreg) - - #------------------------------- saida de dados ---------------------------------- - self.lineEdit_7.setText(str(s_horizontal)) - self.lineEdit_8.setText(str(s_vertical)) - - def limpar_detalhamento(self): - self.widget.clear() - self.lineEdit_11.setText(str('0')) - self.lineEdit_9.setText(str('0')) - self.lineEdit_10.setText(str('0')) - self.lineEdit_7.setText(str('0')) - self.lineEdit_8.setText(str('0')) - - - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Detalhar_viga() - app.exec_() diff --git a/detalhamento_vigas.ui b/detalhamento_vigas.ui deleted file mode 100644 index 2c16a61..0000000 --- a/detalhamento_vigas.ui +++ /dev/null @@ -1,556 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 831 - 531 - - - - MainWindow - - - - - - 30 - 20 - 91 - 16 - - - - Área de Aço [mm²] - - - - - - 130 - 20 - 81 - 20 - - - - 0 - - - - - - 30 - 260 - 471 - 231 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bitola - - - - - As unit [mm²] - - - - - nº aprox. - - - - - nº Barras - - - - - s [cm] - - - - - 6.3 - - - - - 31.17 - - - - - 8 - - - - - 50.26 - - - - - - - - - - 10 - - - - - 78.53 - - - - - 12.5 - - - - - 122.71 - - - - - 16 - - - - - 201.06 - - - - - 25 - - - - - 490.87 - - - - - 32 - - - - - 804.24 - - - - - 40 - - - - - 1256.63 - - - - - - - 420 - 190 - 75 - 23 - - - - Cálcular - - - - - - 510 - 320 - 281 - 161 - - - - - - - 520 - 50 - 261 - 181 - - - - - - - secao_viga_detalhamento_infos.png.png - - - true - - - - - - 420 - 220 - 75 - 23 - - - - Limpar - - - - - - 40 - 50 - 191 - 111 - - - - Seção - - - - - 10 - 20 - 91 - 16 - - - - Base - bw [cm] - - - - - - 100 - 50 - 81 - 20 - - - - 0 - - - - - - 10 - 80 - 91 - 16 - - - - Cobrimento [cm] - - - - - - 100 - 80 - 81 - 22 - - - - - 2 - - - - - 3 - - - - - 4 - - - - - 5 - - - - - - - 10 - 50 - 91 - 16 - - - - Altura - h [cm] - - - - - - 100 - 20 - 81 - 20 - - - - 0 - - - - - - - 240 - 50 - 161 - 81 - - - - Material - - - - - 10 - 20 - 47 - 21 - - - - Bitola - - - - - - 70 - 20 - 81 - 22 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pyqtgraph
- 1 - - - - - diff --git a/detalhamento_vigas_alt.ui b/detalhamento_vigas_alt.ui deleted file mode 100644 index 29cf48a..0000000 --- a/detalhamento_vigas_alt.ui +++ /dev/null @@ -1,820 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 840 - 615 - - - - MainWindow - - - - - - 10 - 10 - 831 - 571 - - - - 0 - - - - Dimesionamento - - - - - 400 - 220 - 401 - 131 - - - - - - - 400 - 20 - 401 - 181 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bitola - - - - - As unit [mm²] - - - - - nº aprox. - - - - - nº Barras - - - - - s [cm] - - - - - 6.3 - - - - - 31.17 - - - - - 8 - - - - - 50.26 - - - - - - - - - - 10 - - - - - 78.53 - - - - - 12.5 - - - - - 122.71 - - - - - 16 - - - - - 201.06 - - - - - 25 - - - - - 490.87 - - - - - 32 - - - - - 804.24 - - - - - 40 - - - - - 1256.63 - - - - - - - 290 - 320 - 75 - 23 - - - - Limpar - - - - - - 200 - 320 - 75 - 23 - - - - Calcular - - - - - - 10 - 370 - 361 - 161 - - - - Espaçamentos - - - - - 10 - 17 - 341 - 81 - - - - Espaçamentos entre Barras - - - - - 20 - 20 - 71 - 21 - - - - Horizontal [cm] - - - - - - 100 - 20 - 91 - 20 - - - - 0 - - - - - - 100 - 50 - 91 - 20 - - - - 0 - - - - - - 20 - 50 - 71 - 21 - - - - Vertical [cm] - - - - - - - 10 - 100 - 341 - 51 - - - - Espaçamento entre Estribos - - - - - 40 - 20 - 71 - 21 - - - - s [cm] - - - - - - 100 - 20 - 91 - 20 - - - - 0 - - - - - - - - 10 - 10 - 361 - 211 - - - - Entrada de Informações - - - - - 7 - 50 - 191 - 151 - - - - Seção - - - - - 20 - 20 - 91 - 16 - - - - Base - bw [cm] - - - - - - 110 - 50 - 71 - 20 - - - - 0 - - - - - - 20 - 110 - 91 - 16 - - - - Cobrimento [cm] - - - - - - 110 - 110 - 71 - 22 - - - - - 2 - - - - - 3 - - - - - 4 - - - - - 5 - - - - - - - 20 - 50 - 91 - 16 - - - - Altura - h [cm] - - - - - - 110 - 20 - 71 - 20 - - - - 0 - - - - - - 17 - 80 - 90 - 21 - - - - Alt. Útil - d [cm] - - - - - - 110 - 80 - 71 - 20 - - - - - - - - - - - 210 - 20 - 81 - 20 - - - - 0 - - - - - - 40 - 20 - 161 - 16 - - - - Área de Aço Longitudinal [mm²] - - - - - - 203 - 50 - 151 - 81 - - - - Material - - - - - 20 - 20 - 47 - 21 - - - - Bitola - - - - - - 70 - 20 - 71 - 22 - - - - - 6.3 - - - - - 8 - - - - - 10 - - - - - 12.5 - - - - - 16 - - - - - 25 - - - - - 32 - - - - - 40 - - - - - - - 20 - 50 - 47 - 21 - - - - φ agrg. - - - - - - 70 - 50 - 71 - 20 - - - - 1.9 - - - - - - - - 10 - 320 - 101 - 23 - - - - Resgatar Valores - - - - - - 10 - 230 - 361 - 81 - - - - Estribos - - - - - 70 - 20 - 61 - 20 - - - - 0 - - - - - - 20 - 50 - 61 - 21 - - - - Bitola - - - - - - 70 - 50 - 61 - 22 - - - - - 5.0 - - - - - 6.3 - - - - - 8.0 - - - - - 10.0 - - - - - 12.5 - - - - - 16 - - - - - 20 - - - - - - - 20 - 20 - 51 - 21 - - - - Vsw [N] - - - - - - 280 - 50 - 61 - 20 - - - - 2 - - - - - - 230 - 50 - 51 - 21 - - - - Tramos - - - - - - 230 - 20 - 61 - 21 - - - - fyk - - - - - - 280 - 20 - 61 - 22 - - - - - 250 - - - - - 500 - - - - - 600 - - - - - - - - - - - 0 - 0 - 840 - 21 - - - - - - - - PlotWidget - QWidget -
pyqtgraph
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z`Tsl@S377wkjway0$eMT%PGNm5L?<5u{dwEdJuDv<81MW6kHLx%HzPhYqFR*2TIE(AMYjvOOVFOono>4D1mPAdqU^$P_seukPpZzY+4FU`(}@b$yuZKq(A${ z;KKWm7I)B9^!=RHV&?|%)fD~%08jv?;IbEj5-I!IZ-%H?LvGzh&tDTnu&fL}=4x~{ zg6Zn&@<*DgLX%@8$rxoOl6DTv%=DhdQ9YYPJ$f`Hh{yJA0.5: - QMessageBox.about(self, "Alerta", "Os esforços especificados não são suportados pela seção de concreto analisada. Por favor altera as dimensões da seção da viga ou reveja os esforços de cálculo para a estrutura.") - else: - kx_viga = (1 - math.sqrt(1 - 2*kmd_viga))/0.8 - kz_viga = 1 - 0.4*kx_viga - as_viga = (mk_viga * 1.4 * 1000)/(kz_viga * (d_viga/100) * fyd_viga) - - as_sobre_apoio_viga = as_viga/3 - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - as_max_viga = (4/100)*area_secao_viga*100 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - if kx_viga < 0: - dominio_viga = 'Domínio 1' - elif kx_viga > 0 and kx_viga <0.259: - dominio_viga = 'Domínio 2' - elif kx_viga > 0.259 and kx_viga <0.45: - dominio_viga = 'Domínio 3 - Dúctil' - elif kx_viga > 0.45 and kx_viga <0.63: - dominio_viga = 'Domínio 3 - Não Dúctil' - elif (kx_viga > 0.628 and kx_viga <1): - dominio_viga = 'Domínio 4a' - elif (kx_viga > 0.438 and kx_viga <1) and (fyk_viga == 600): - dominio_viga = 'Domínio 4a' - else: - dominio_viga = 'Domínio 4b' - - kmd_viga = self.truncar(kmd_viga) - kx_viga = self.truncar(kx_viga) - kz_viga = self.truncar(kz_viga) - - print('kmd_viga: ',kmd_viga) - print('kx_viga: ',kx_viga) - print('kz_viga: ',kz_viga) - print('as_viga: ',as_viga) - print('as_sobre_apoio_viga: ',as_sobre_apoio_viga) - print('as_max_viga: ',as_max_viga) - print('as_min_viga',as_min_viga) - - #-------------------------------------- saida de dados ------------------------------------------------ - self.lineEdit_6.setText(str(round(mk_viga*1.4,ndigits=4))) - self.lineEdit_13.setText(dominio_viga) - self.lineEdit_7.setText(str(kmd_viga)) - self.lineEdit_8.setText(str(kx_viga)) - self.lineEdit_9.setText(str(kz_viga)) - - self.lineEdit_10.setText(str(round(as_viga,ndigits=4))) - self.lineEdit_11.setText(str(round(as_sobre_apoio_viga,ndigits=4))) - self.lineEdit_12.setText(str(round(as_pele,ndigits=4))) - self.lineEdit_14.setText(str(round(as_max_viga,ndigits=4))) - self.lineEdit_20.setText(str(round(as_min_viga,ndigits=4))) - - #------------------------------------------------------------------------------------------------- - if (dominio_viga == 'Domínio 4a') or (dominio_viga == 'Domínio 4b'): - QMessageBox.about(self, "Atenção", "Domínio de cálculo 4, recomenda-se utilizar, em seção retangular, armadura dupla ou seção tê para contenção dos esforços de compressão do concreto.") - - if as_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def calcular_viga_dupla(self): - mk_viga = self.lineEdit.text() - vk_viga = self.lineEdit_2.text() - bw_viga = self.lineEdit_15.text() - h_viga = self.lineEdit_16.text() - d_viga = self.lineEdit_17.text() - - if (mk_viga != '0' and vk_viga != '0' and bw_viga != '0' and h_viga != '0' and d_viga != '0'): - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - bw_viga = float(self.lineEdit_15.text()) - h_viga = float(self.lineEdit_16.text()) - d_viga = float(self.lineEdit_17.text()) - - d_linha_viga = h_viga - d_viga - self.lineEdit_27.setText(str(round(d_linha_viga, ndigits=4))) - - xis_dominio = float(self.lineEdit_35.text()) - - d_min_viga = math.sqrt((mk_viga*1.4*1000)/((bw_viga/100) * (fcd_viga*1000000) * (0.68*xis_dominio - 0.272*(xis_dominio**2)))) - - x_lim_viga = xis_dominio * (d_viga/100) - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - - print('d_min_viga: ',d_min_viga) - print('x_lim_viga: ',x_lim_viga) - print('momento_lim_viga: ',momento_lim_viga) - - if d_min_viga < (h_viga/100): - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - QMessageBox.about(self, "Observação", "A altura atual da viga é maior que a altura útil mínima, calcule como simplesmente armada") - - else: - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - momento_2_viga = (mk_viga*1.4) - momento_lim_viga - - as_compressao_viga = (momento_2_viga * 1000)/(((d_viga/100) - (d_linha_viga/100))*(fyd_viga)) - #as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*x_lim_viga)*(d_viga/100)*fyd_viga)) - as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*xis_dominio)*(d_viga/100)*fyd_viga)) - - as_tracao_viga = as_tracao_viga + as_compressao_viga - - as_total_viga = as_tracao_viga + as_compressao_viga - - as_sobre_apoio_viga = as_tracao_viga/3 - - area_secao_viga = bw_viga * h_viga - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_max_viga = (4/100)*area_secao_viga*100 - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - print('momento_lim_viga: ',momento_lim_viga) - print('momento_2_viga: ',momento_2_viga) - print('as_compressao_viga: ',as_compressao_viga) - print('as_tracao_viga: ',as_tracao_viga) - - - #------------------------------------------ saida de dados -------------------------------------------------- - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - self.lineEdit_26.setText(str(round(momento_lim_viga, ndigits=5))) - self.lineEdit_19.setText(str(round(momento_2_viga, ndigits=5))) - - self.lineEdit_22.setText(str(round(as_compressao_viga, ndigits=5))) - self.lineEdit_28.setText(str(round(as_tracao_viga, ndigits=5))) - self.lineEdit_23.setText(str(round(as_sobre_apoio_viga, ndigits=5))) - self.lineEdit_24.setText(str(round(as_pele, ndigits=5))) - self.lineEdit_38.setText(str(round(as_total_viga, ndigits=2))) - self.lineEdit_25.setText(str(round(as_max_viga, ndigits=2))) - self.lineEdit_29.setText(str(round(as_min_viga, ndigits=2))) - #------------------------------------------ ------------- -------------------------------------------------- - - if as_total_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_total_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - -global pilares_info -pilares_info = [0,0,0,0] - -global pilares_info_aco -pilares_info_aco = [0, 0, 0, 0, 0, 0, 0] - -class Pilares(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('pilares_alt.ui',self) - self.load_signals() - - self.setWindowTitle('Navier - Pilares') - - - def load_signals(self): - print('pilares carregado') - self.cont_x = 0 - self.cont_y = 0 - #self.pushButton.clicked.connect(self.pilar_alterar_tipo_engaste_x) - #self.pushButton_2.clicked.connect(self.pilar_alterar_tipo_engaste_y) - self.pushButton_6.clicked.connect(self.calcular_pilares) - self.pushButton.clicked.connect(self.gerar_envoltoria) - self.pushButton_3.clicked.connect(lambda: pilares_areas_aco.show()) - - - def calcular_pilares(self): - x_pilar = self.lineEdit.text() - y_pilar = self.lineEdit_2.text() - altura_pilar = self.lineEdit_3.text() - altura_lance = self.lineEdit_4.text() - - nk_pilar = self.lineEdit_5.text() - momento_x_topo = self.lineEdit_6.text() - momento_x_base = self.lineEdit_7.text() - momento_y_topo = self.lineEdit_8.text() - momento_y_base = self.lineEdit_9.text() - - - if (x_pilar != '0' and y_pilar != '0' and altura_pilar != '0' and altura_lance != '0' and nk_pilar != '0'): - fck_pilar = float(self.comboBox_3.currentText()) - fcd_pilar = fck_pilar/1.4 - fyk_pilar = float(self.comboBox_4.currentText()) - fyd_pilar = fyk_pilar/1.15 - cobrimento_pilar = float(self.comboBox_5.currentText()) - - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - altura_pilar = float(self.lineEdit_3.text()) - altura_lance = float(self.lineEdit_4.text()) - - nk_pilar = float(self.lineEdit_5.text()) - momento_x_topo = float(self.lineEdit_6.text()) - momento_x_base = float(self.lineEdit_7.text()) - momento_y_topo = float(self.lineEdit_8.text()) - momento_y_base = float(self.lineEdit_9.text()) - - area_secao_pilar = (x_pilar/100)*(y_pilar/100) - - #nd_pilar = (nk_pilar + ((x_pilar/100)*(y_pilar/100)*altura_pilar*25)) * 1.4 - nd_pilar = (nk_pilar) * 1.4 - md_x_topo = 1.4 * momento_x_topo - md_x_base = 1.4 * momento_x_base - md_y_topo = 1.4 * momento_y_topo - md_y_base = 1.4 * momento_y_base - - '''apoio_x = self.stackedWidget.currentIndex() - if apoio_x == 0: - tipo_apoio_x = 'AA' - elif apoio_x == 1: - tipo_apoio_x = 'EA' - elif apoio_x == 2: - tipo_apoio_x = 'EE' - ''' - - tipo_apoio_x = 'AA' - - if momento_x_topo == 0 and momento_x_base == 0 and momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'intermediario' - elif momento_x_topo == 0 and momento_x_base == 0: - self.tipo_pilar = 'extremidade-x' - elif momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'extremidade-y' - else: - self.tipo_pilar = 'canto' - - - self.lineEdit_13.setText(str(round(md_x_topo, ndigits=5))) - self.lineEdit_14.setText(str(round(md_x_base, ndigits=5))) - self.lineEdit_22.setText(str(round(md_y_topo, ndigits=5))) - self.lineEdit_28.setText(str(round(md_y_base, ndigits=5))) - - #-Eixo-X---------------------------------------------------------------------- - b = y_pilar - h = x_pilar - - m_a = max(md_x_topo, md_x_base) - m_b = min(md_x_topo, md_x_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-x': - alfa_b_x = 1.0 - else: - alfa_b_x = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_x < 0.4: - alfa_b_x = 0.4 - - #excen_min_x = (1.5+0.03*h) - momento_min_x = (nd_pilar *(1.5+0.03*h))/100 - excen_min_x = momento_min_x/nd_pilar - - if md_x_topo < momento_min_x: - md_x_topo = momento_min_x - print('momento topo - mínimo') - alfa_b_x = 1.0 - if md_x_base < momento_min_x: - md_x_base = momento_min_x - print('momento base - mínimo') - alfa_b_x = 1.0 - - compr_efetivo_x = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_x): - compr_efetivo_x = altura_lance*100 - - excen_x_acidental = compr_efetivo_x/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_x_topo,md_x_base,momento_min_x)/nd_pilar)/h - - lambda_pilar_x = 3.46 * (compr_efetivo_x/h) - lambda_pilar_x_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_x - if lambda_pilar_x_limite < 35: - lambda_pilar_x_limite = 35 - - excen_2_x = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_x = nd_pilar * (excen_2_x/100) - - if lambda_pilar_x > lambda_pilar_x_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - md2_x_relativo = nd_pilar * (excen_2/100) - else: - md2_x_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_x_intermediario = alfa_b_x * max(abs(md_x_topo), abs(md_x_base), abs(momento_min_x)) + md2_x_relativo - #msd_x_intermediario = alfa_b_x * abs(momento_min_x) + md2_x_relativo - - mi_x = msd_x_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_x = cobrimento_pilar/h - - - #-Eixo-Y---------------------------------------------------------------------- - h = y_pilar - b = x_pilar - - m_a = max(md_y_topo, md_y_base) - m_b = min(md_y_topo, md_y_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-y': - alfa_b_y = 1.0 - else: - alfa_b_y = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_y < 0.4: - alfa_b_y = 0.4 - - momento_min_y = (nd_pilar *(1.5+0.03*h))/100 - excen_min_y = momento_min_y/nd_pilar - - if md_y_topo < momento_min_y: - md_y_topo = momento_min_y - print('momento topo - mínimo') - alfa_b_y = 1.0 - if md_y_base < momento_min_y: - md_y_base = momento_min_y - print('momento base - mínimo') - alfa_b_y = 1.0 - - compr_efetivo_y = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_y): - compr_efetivo_y = altura_lance*100 - - excen_y_acidental = compr_efetivo_y/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_y_topo,md_y_base,momento_min_y)/nd_pilar)/h - - lambda_pilar_y = 3.46 * (compr_efetivo_y/h) - lambda_pilar_y_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_y - if lambda_pilar_y_limite < 35: - lambda_pilar_y_limite = 35 - - excen_2_y = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_y = nd_pilar * (excen_2_y/100) - - if lambda_pilar_y > lambda_pilar_y_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - md2_y_relativo = nd_pilar * (excen_2/100) - else: - md2_y_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_y_intermediario = alfa_b_y * max(abs(md_y_topo), abs(md_y_base), abs(momento_min_y)) + md2_y_relativo - #msd_y_intermediario = alfa_b_y * abs(momento_min_y) + md2_y_relativo - - mi_y = msd_y_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_y = cobrimento_pilar/h - - #print('v_0: ',v_0) - #print('excen_2_x: ',excen_2_x) - #print('compr_efetivo_x: ',compr_efetivo_x) - #print('alfa_b_x: ',alfa_b_x) - #print('lambda_pilar_x: ',lambda_pilar_x) - #print('lambda_pilar_x_limite: ',lambda_pilar_x_limite) - #print('momento_min_x: ',momento_min_x) - #print('md_x_topo: ',md_x_topo) - #print('md_x_base: ',md_x_base) - #print('msd_x_intermediario: ',msd_x_intermediario) - #print('md2_x: ',md2_x) - #print('--------------------------------------------------') - #print('lambda_pilar_y: ',lambda_pilar_y) - #print('lambda_pilar_y_limite: ',lambda_pilar_y_limite) - #print('momento_min_y: ',momento_min_y) - #print('md_y_topo: ',md_y_topo) - #print('md_y_base: ',md_y_base) - #print('msd_y_intermediario: ',msd_y_intermediario) - - #--------------------------------------------- saida de dados --------------------------------------------- - self.lineEdit_10.setText(str(round(nd_pilar, ndigits=4))) - self.lineEdit_11.setText(str(round(area_secao_pilar, ndigits=4))) - self.lineEdit_12.setText(str(round(v_0, ndigits=4))) - - self.lineEdit_15.setText(str(round(momento_min_x, ndigits=5))) - self.lineEdit_16.setText(str(round(excen_min_x*100, ndigits=5))) - self.lineEdit_17.setText(str(round(lambda_pilar_x, ndigits=5))) - self.lineEdit_18.setText(str(round(lambda_pilar_x_limite, ndigits=5))) - self.lineEdit_19.setText(str(round(excen_2_x, ndigits=5))) - self.lineEdit_20.setText(str(round(md2_x, ndigits=5))) - self.lineEdit_21.setText(str(round(msd_x_intermediario, ndigits=5))) - - self.lineEdit_24.setText(str(round(momento_min_y, ndigits=5))) - self.lineEdit_25.setText(str(round(excen_min_y*100, ndigits=5))) - self.lineEdit_26.setText(str(round(lambda_pilar_y, ndigits=5))) - self.lineEdit_23.setText(str(round(lambda_pilar_y_limite, ndigits=5))) - self.lineEdit_30.setText(str(round(excen_2_y, ndigits=5))) - self.lineEdit_29.setText(str(round(md2_y, ndigits=5))) - self.lineEdit_27.setText(str(round(msd_y_intermediario, ndigits=5))) - - self.lineEdit_31.setText(str(round(mi_x, ndigits=2))) - self.lineEdit_32.setText(str(round(mi_y, ndigits=2))) - self.lineEdit_33.setText(str(round(delta_x, ndigits=2))) - self.lineEdit_34.setText(str(round(delta_y, ndigits=2))) - - global pilares_info - pilares_info = [msd_x_intermediario, msd_y_intermediario, momento_min_x, momento_min_y] - - if md2_x_relativo == 0: - self.label_39.setText('não considera 2º ordem') - else: - self.label_39.setText('considera 2º ordem') - - if md2_y_relativo == 0: - self.label_44.setText('não considera 2º ordem') - else: - self.label_44.setText('considera 2º ordem') - - - if self.tipo_pilar == 'intermediario': - self.label.setText('PILAR INTERMEDIÁRIO') - elif (self.tipo_pilar == 'extremidade-x') or (self.tipo_pilar == 'extremidade-y'): - self.label.setText('PILAR DE EXTREMIDADE') - else: - self.label.setText('PILAR DE CANTO') - - global pilares_info_aco - pilares_info_aco = [mi_x, delta_x, mi_y, delta_y, fck_pilar, area_secao_pilar, nk_pilar] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def gerar_envoltoria(self): - msd_x_intermediario = pilares_info[0] - msd_y_intermediario = pilares_info[1] - momento_min_x = pilares_info[2] - momento_min_y = pilares_info[3] - - x = [] - y = [] - for i in range(360): - theta = i - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = momento_min_y * seno - - cosseno = math.cos(theta_conv) - cosseno = momento_min_x * cosseno - - x.append(seno) - y.append(cosseno) - - z = [] - w = [] - for j in range(360): - theta = j - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = msd_y_intermediario * seno - - cosseno = math.cos(theta_conv) - cosseno = msd_x_intermediario * cosseno - - z.append(seno) - w.append(cosseno) - - # create plot - '''plt = pg.plot(x, y, title='theTitle', pen='r') - plt.showGrid(x=True,y=True) - ''' - # create plot - plt = pg.plot() - plt.clear() - plt.showGrid(x=True,y=True) - plt.addLegend() - plt.setTitle('Envoltória de Momentos') - - - # set properties - plt.setLabel('left', 'Momentos Y', units='KN.m') - plt.setLabel('bottom', 'Momentos X', units='KN.m') - plt.setXRange(0,10) - plt.setYRange(0,20) - - - plt.enableAutoRange() - plt.setWindowTitle('pyqtgraph plot') - # plot - c1 = plt.plot(x, y, pen='r', name='Envoltória Momentos min') - c2 = plt.plot(z, w, pen='b', name='Envoltória Momentos máx') - - -class Pilar_area_aco(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('pilares_areas_aco.ui',self) - self.setWindowTitle('Navier - Pilares - Áreas de Aço') - - self.pushButton_4.setIcon(QtGui.QIcon('btn_flexaosimples.png')) - self.pushButton_4.setIconSize(QtCore.QSize(50,60)) - self.pushButton_5.setIcon(QtGui.QIcon('btn_flexaocomposta.png')) - self.pushButton_5.setIconSize(QtCore.QSize(50,60)) - - def load_signals(self): - print('inicializado') - self.pushButton_2.clicked.connect(self.calcular_area_aco) - self.pushButton.clicked.connect(self.recuperar_dados) - self.pushButton_3.clicked.connect(self.limpar) - self.pushButton_4.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - - def recuperar_dados(self): - self.lineEdit_2.setText(str(round(pilares_info_aco[0], ndigits=2))) - self.lineEdit_3.setText(str(round(pilares_info_aco[1], ndigits=2))) - self.lineEdit_5.setText(str(round(pilares_info_aco[2], ndigits=2))) - self.lineEdit_6.setText(str(round(pilares_info_aco[3], ndigits=2))) - self.lineEdit_12.setText(str(round(pilares_info_aco[4], ndigits=2))) - self.lineEdit_13.setText(str(round(pilares_info_aco[5], ndigits=2))) - self.lineEdit_14.setText(str(round(pilares_info_aco[6], ndigits=2))) - - def calcular_area_aco(self): - fck = float(self.lineEdit_12.text()) - fcd = fck/1.4 - fyd = 500/1.15 - area_concreto = float(self.lineEdit_13.text()) - nk = float(self.lineEdit_14.text()) - nd = 1.4 * nk - - mi_x = float(self.lineEdit_2.text()) - delta_x = float(self.lineEdit_3.text()) - - mi_y = float(self.lineEdit_5.text()) - delta_y = float(self.lineEdit_6.text()) - - omega_x = float(self.lineEdit_4.text()) - omega_y = float(self.lineEdit_7.text()) - - as_x = (omega_x * (area_concreto*1000000) * fcd)/fyd - as_y = (omega_y * (area_concreto*1000000) * fcd)/fyd - - as_x = round(as_x, ndigits=3) - as_y = round(as_y, ndigits=3) - - as_pilar_min = 0.15 * (nd/fyd) - if as_pilar_min < (0.004*area_concreto*100000): - as_pilar_min = round((0.004*area_concreto*100000), ndigits=3) - - as_pilar_max = round((0.08*area_concreto*1000000), ndigits=3) - - #-------------------------------------- saída de dados ---------------------------------------------------- - self.lineEdit_8.setText(str(as_x)) - self.lineEdit_9.setText(str(as_y)) - self.lineEdit_10.setText(str(as_pilar_max)) - self.lineEdit_11.setText(str(as_pilar_min)) - - def teste(self): - print('teste') - - def limpar(self): - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('1') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('1') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - - - - - -class Lajes(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('lajes.ui',self) - - self.lado1 = 'livre' - self.lado2 = 'livre' - self.lado3 = 'livre' - self.lado4 = 'livre' - self.label_37.hide() - self.label_38.hide() - self.label_40.hide() - self.label_41.hide() - global caso - caso = '1' - global lx_lage - lx_lage = 'l_menor' - self.lineEdit.setReadOnly(True) - - self.load_signals() - - self.setWindowTitle('Navier - Lajes') - - def load_signals(self): - print('lajes iniciado') - self.pushButton.clicked.connect(self.estado_l1) - self.pushButton_2.clicked.connect(self.estado_l2) - self.pushButton_3.clicked.connect(self.estado_l3) - self.pushButton_4.clicked.connect(self.estado_l4) - self.pushButton.clicked.connect(self.situacao_laje) - self.pushButton_2.clicked.connect(self.situacao_laje) - self.pushButton_3.clicked.connect(self.situacao_laje) - self.pushButton_4.clicked.connect(self.situacao_laje) - - self.pushButton_5.clicked.connect(self.teste) - self.pushButton_6.clicked.connect(self.calcular_laje) - - self.toolButton.clicked.connect(self.revelar_carg_acidental) - - def teste(self): - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - def revelar_carg_acidental(self): - print('oi--') - carga_adicional.show() - - def estado_l1(self): - if self.lado1 == 'livre': - self.lado1 = 'engastado' - pixmap = QPixmap('engv.png') - self.pushButton.setIcon(QIcon(pixmap)) - else: - self.lado1 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - def estado_l2(self): - if self.lado2 == 'livre': - self.lado2 = 'engastado' - pixmap = QPixmap('engh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - else: - self.lado2 = 'livre' - pixmap = QPixmap('livh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - - def estado_l3(self): - if self.lado3 == 'livre': - self.lado3 = 'engastado' - pixmap = QPixmap('engh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - else: - self.lado3 = 'livre' - pixmap = QPixmap('livh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - - def estado_l4(self): - if self.lado4 == 'livre': - self.lado4 = 'engastado' - pixmap = QPixmap('engv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - else: - self.lado4 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - def situacao_laje(self): - l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - l4 = self.lado4 - - cota_v1 = self.label_37 - cota_v2 = self.label_40 - cota_h1 = self.label_38 - cota_h2 = self.label_41 - - if (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre'): - global caso - caso = '1' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - global lx_lage - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '2' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') : - caso = '2' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') or (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado'): - caso = '3' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '4' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '4' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado'): - caso = '5' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '5' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado'): - caso = '6' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - else: - caso='ainda não existe, não sei como você chegou até aqui srsrrsrsrsrsrs' - - - print(caso) - self.lineEdit_6.setText(str(caso)) - - def calcular_laje(self): - lado_maior = float(self.lineEdit_3.text()) - lado_menor = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - - self.lineEdit_7.setText('') - self.lineEdit_9.setText('') - self.lineEdit_8.setText('') - self.lineEdit_10.setText('') - self.lineEdit_16.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - if lado_maior != 0 and lado_menor != 0 and espes != 0 and d != 0: - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - carreg_adicional = float(self.lineEdit_2.text()) - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - carreg_total = pp + carreg_adicional - #print(caso) - #print(lx_lage) - #---------------------------------- cálculo do Lx baseado no caso do tipo de situação da laje ----------------- - global lx - global lambda_laje - if lx_lage == 'l_menor': - lx = lado2 - lambda_laje = round((lado1/lado2),ndigits=2) - elif lx_lage == 'l_maior': - lx = lado1 - lambda_laje = round((lado2/lado1),ndigits=2) - print(lx_lage) - - #---------------------------------- definição se a laje é unidirecional ou bidirecional baseado no lambda ----------------- - global tipo_laje - if float(lambda_laje) > 2.001: - tipo_laje = 'UNIDIRECIONAL' - self.laje_unidirecional(carreg_total) - else: - tipo_laje = 'BIDIRECIONAL' - self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") - - mx = my = nx = ny = '' - - if caso == '1': - caso1 = marcus.caso1 - linhas = len(caso1) - colunas = len(caso1[0]) - - for i in range(linhas): - aux = caso1[i][0] - if lambda_laje == aux: - print(caso1[i]) - mx = caso1[i][2] - my = caso1[i][3] - - print('mx: ',mx) - print('my: ',my) - - if caso == '2': - caso2 = marcus.caso2 - linhas = len(caso2) - colunas = len(caso2[0]) - - for i in range(linhas): - aux = caso2[i][0] - if lambda_laje == aux: - print(caso2[i]) - mx = caso2[i][2] - nx = caso2[i][3] - my = caso2[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '3': - caso3 = marcus.caso3 - linhas = len(caso3) - colunas = len(caso3[0]) - - for i in range(linhas): - aux = caso3[i][0] - if lambda_laje == aux: - print(caso3[i]) - mx = caso3[i][2] - nx = caso3[i][3] - my = caso3[i][4] - ny = caso3[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '4': - caso4 = marcus.caso4 - linhas = len(caso4) - colunas = len(caso4[0]) - - for i in range(linhas): - aux = caso4[i][0] - if lambda_laje == aux: - print(caso4[i]) - mx = caso4[i][2] - nx = caso4[i][3] - my = caso4[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '5': - caso5 = marcus.caso5 - linhas = len(caso5) - colunas = len(caso5[0]) - - for i in range(linhas): - aux = caso5[i][0] - if lambda_laje == aux: - print(caso5[i]) - mx = caso5[i][2] - nx = caso5[i][3] - my = caso5[i][4] - ny = caso5[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '6': - caso6 = marcus.caso6 - linhas = len(caso6) - colunas = len(caso6[0]) - - for i in range(linhas): - aux = caso6[i][0] - if lambda_laje == aux: - print(caso6[i]) - mx = caso6[i][2] - nx = caso6[i][3] - my = caso6[i][4] - ny = caso6[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - print(lx) - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - #else: - # self.lineEdit_16.setText('0') - - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def laje_unidirecional(self,carreg_total): - - #self.lineEdit_7.setText('') - #self.lineEdit_9.setText('') - #self.lineEdit_8.setText('') - #self.lineEdit_10.setText('') - #self.lineEdit_16.setText('') - #self.lineEdit_13.setText('') - #self.lineEdit_14.setText('') - #self.lineEdit_15.setText('') - #self.lineEdit_16.setText('') - - print('unidirecional') - #l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - #l4 = self.lado4 - print(carreg_total) - if (l2 == 'livre' and l3 == 'livre'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ll2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/8 - momento_neg_y = 0 - elif (l2 == 'engastado' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ee2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/24 - momento_neg_y = (carreg_total * (lx**2))/12 - elif (l2 == 'engastado' and l3 == 'livre') or (l2 == 'livre' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_le2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/14.2 - momento_neg_y = (carreg_total * (lx**2))/8 - - print('momento_pos_y: ',momento_pos_y) - print('momento_neg_y: ',momento_neg_y) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - momento_neg_y = round(momento_neg_y,ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def resultados_laje(self): - - mx = self.lineEdit_13.text() - if mx == '': - self.lineEdit_13.setText('0') - - my = self.lineEdit_15.text() - if my == '': - self.lineEdit_15.setText('0') - - nx = self.lineEdit_14.text() - if nx == '': - self.lineEdit_14.setText('0') - - ny = self.lineEdit_16.text() - if ny == '': - self.lineEdit_16.setText('0') - - fck_laje = float(self.comboBox.currentText()) - fyk_laje = float(self.comboBox_2.currentText()) - fcd_laje = fck_laje * 1.4 * 1000000 - fyd_laje = fyk_laje * 1.4 * 1000000 - d_laje = float(self.lineEdit_27.text()) - - mx = float(self.lineEdit_13.text()) - my = float(self.lineEdit_15.text()) - nx = float(self.lineEdit_14.text()) - ny = float(self.lineEdit_16.text()) - #print('mx: ',mx) - #print('nx: ',nx) - #print('my: ',my) - #print('ny: ',ny) - if mx > nx: - mk_x = mx - else: - mk_x = nx - if my > ny: - mk_y = my - else: - mk_y = ny - - #print('mkx: ',mk_x) - #print('mky: ',mk_y) - md_x = round(1.4 * mk_x, ndigits = 4) - kmd_x_laje = (md_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje = (1 - math.sqrt(1 - 2*kmd_x_laje))/0.8 - kz_x_laje = 1 - 0.4 * kx_x_laje - - as_x_laje = (md_x * 1000/ (kz_x_laje * (d_laje/100) * fyd_laje))*100000 - - print('md_x: ', md_x) - print('kmd_x_laje: ', kmd_x_laje) - print('kx_x_laje: ', kx_x_laje) - print('kz_x_laje: ', kz_x_laje) - print('as_x_laje: ', as_x_laje) - - md_y = round(1.4 * mk_y, ndigits = 4) - kmd_y_laje = (md_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje = (1 - math.sqrt(1 - 2*kmd_y_laje))/0.8 - kz_y_laje = 1 - 0.4 * kx_y_laje - - as_y_laje = (md_y * 1000/ (kz_y_laje * (d_laje/100) * fyd_laje))*100000 - - print('md_y: ', md_y) - print('kmd_y_laje: ', kmd_y_laje) - print('kx_y_laje: ', kx_y_laje) - print('kz_y_laje: ', kz_y_laje) - print('as_y_laje: ', as_y_laje) - - #------------------------------------------ saida de dados ------------------------------------ - kmd_x_laje = self.truncar(kmd_x_laje) - kx_x_laje = self.truncar(kx_x_laje) - kz_x_laje = self.truncar(kz_x_laje) - as_x_laje = self.truncar(as_x_laje) - - kmd_y_laje = self.truncar(kmd_y_laje) - kx_y_laje = self.truncar(kx_y_laje) - kz_y_laje = self.truncar(kz_y_laje) - as_y_laje = self.truncar(as_y_laje) - - self.lineEdit_17.setText(str(md_x)) - self.lineEdit_18.setText(str(kmd_x_laje)) - self.lineEdit_19.setText(str(kx_x_laje)) - self.lineEdit_20.setText(str(kz_x_laje)) - self.lineEdit_21.setText(str(as_x_laje)) - - self.lineEdit_22.setText(str(md_y)) - self.lineEdit_24.setText(str(kmd_y_laje)) - self.lineEdit_25.setText(str(kx_y_laje)) - self.lineEdit_26.setText(str(kz_y_laje)) - self.lineEdit_23.setText(str(as_y_laje)) - - - -class Carga_Adicional(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - - self.ui = loadUi('lajes_carg_adicional.ui',self) - #self.tableWidget.setRowCount(linhas) - #self.tableWidget.setColumnCount(colunas) - #table = self.tableWidget() - #header = self.tableWidget.horizontalHeader() - #header.setSectionResizeMode(QtWidgets.QHeaderView.ResizeToContents) - #header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - self.tableWidget.resizeRowsToContents() - - self.setWindowTitle('Navier - Cargas Adicionais') - -class Sapatas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('sapatas_alt.ui',self) - self.load_signals() - self.setWindowTitle('Navier - Sapatas') - - def load_signals(self): - print('sapatas carregado') - self.pushButton_6.clicked.connect(self.calcular_sapata) - self.pushButton.clicked.connect(self.gerar_dim_sapata) - - def arredondar_cinco(self, numero): - numero = round(numero, ndigits=2) - numero = 100*numero - resto = numero%5 - while resto != 0: - numero += 1 - resto = numero%5 - print('numero:',numero,' - resto: ',resto) - - numero = numero/100 - return numero - - def calcular_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - base_y_sapata = float(self.lineEdit_10.text()) - base_x_sapata = float(self.lineEdit_9.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0 and base_y_sapata != 0 and base_x_sapata != 0 and h_total != 0 and h_0 != 0): - if (x_sapata < 0.6 or y_sapata < 0.6): - QMessageBox.about(self, "Erro de Entrada", "As sapatas não podem apresentar lados menores de 60 cm, conforme a NBR 6122") - else: - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - if h_total < h_mincis: - h_total = h_mincis - - braco_alavanca_sapata = h_total - 0.05 - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - - #h0 = round(h0a, ndigits=2) - #if h0a < h0b: - # h0 = round(h0b, ndigits=2) - - volume_concreto_sapata = (h_total-h_0)/(3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar))+x_sapata*y_sapata*h_0) - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_mincis * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_mincis * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - #print('h0: ',h0) - print('h_total',h_total) - print('-------------------------------------\n') - - #-------------------------------------- saida dos dados -------------------------------------------------- - self.lineEdit_11.setText(str(h_total)) - #self.lineEdit_12.setText(str(h0)) - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - - def gerar_dim_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0): - - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - y_sapata = 0.5*(y_pilar - x_pilar) + math.sqrt(0.25*((y_pilar - x_pilar)**2)+area_sapata) - - x_sapata = area_sapata/y_sapata - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - print(x_sapata,'<--------------------------------------------------') - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - x_sapata = self.arredondar_cinco(x_sapata) - y_sapata = self.arredondar_cinco(y_sapata) - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_total = h_rig_x - if h_total < h_rig_y: - h_total = h_rig_y - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - h_mincis = round(h_mincis, ndigits=4) - - if h_total < h_mincis: - h_total = h_mincis - - h_total = self.arredondar_cinco(h_total) - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - h0_prerrogativo = h_total/3 - tangente_angulo = math.tan(angulo_dissp_sapata) - h0 = round(h0a, ndigits=2) - if h0a < h0b: - h0 = round(h0b, ndigits=2) - elif h0b < h0_prerrogativo: - h0 = h0_prerrogativo - if h0 < 0.25: - h0 = 0.25 - h0 = self.arredondar_cinco(h0) - - volume_concreto_sapata = ((h_total-h0)/3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar)))+(x_sapata*y_sapata*h0) - - braco_alavanca_sapata = h_total - 0.05 - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_total * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_total * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - print('h0: ',h0) - print('tangente_angulo: ',tangente_angulo) - print('----------') - print('h_total: ',h_total) - print('tracao_x_sapata: ',tracao_x_sapata) - print('tracao_y_sapata: ',tracao_y_sapata) - print('as_x_sapata: ',as_x_sapata) - print('as_y_sapata: ',as_y_sapata) - print('taxa_aco_sapata: ',taxa_aco_sapata) - print('as_x_min_laje: ',as_x_min_laje) - print('as_y_min_laje: ',as_y_min_laje) - print('-------------------------------------\n') - #------------------------------ saida de dados --------------------------------------------- - self.lineEdit_9.setText(str(y_sapata)) - self.lineEdit_10.setText(str(x_sapata)) - self.lineEdit_15.setText(str(area_sapata)) - - self.lineEdit_11.setText(str(round(h_total, ndigits=4))) - self.lineEdit_12.setText(str(round(h0, ndigits=4))) - - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - -class App2(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.setGeometry(400, 100, 200, 200) - self.editor = QtWidgets.QTextEdit('Achou', self) - self.editor.setGeometry(20, 20, 160, 160) - -#---------------------------------------------- Janelas de Detalhamento ---------------------------------------------------- -tabela_bitolas_ferro = [ - [6.3, 31.17], - [8, 50.26], - [10, 78.53], - [12.5, 122.71], - [16, 201.06], - [20, 314.15], - [25, 490.87], - [32, 804.24], - [40, 1256.63] - ] - -'''class Detalhar_viga(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('detalhamento_vigas.ui',self) - self.setWindowTitle('Navier - Vigas - Detalhamento') - def load_signals(self): - print('inicializado') - self.pushButton.clicked.connect(self.calcular_area) - self.pushButton_2.clicked.connect(self.limpar_detalhamento) - - #pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) - - self.widget.setTitle('Nº barras/Bitola') - self.widget.showGrid(x=True,y=True,alpha=1) - - - def calcular_area(self): - area_aco = self.lineEdit.text() - base = self.lineEdit_2.text() - altura = self.lineEdit_3.text() - d_agreg = self.lineEdit_4.text() - - if (area_aco != '0' and base != '0' and altura != '0' and d_agreg != '0'): - - self.widget.clear() - area_aco = float(self.lineEdit.text()) - base = float(self.lineEdit_2.text()) - altura = float(self.lineEdit_3.text()) - cobrimento = float(self.comboBox.currentText()) - x = [] - y = [] - z = [] - cont = 0 - for i in tabela_bitolas_ferro: - n_barras = float(area_aco/i[1]) - print('bitola: ',i[0],' - nº barras: ',n_barras) - - self.tableWidget.setItem(cont,2, QTableWidgetItem(str(round(n_barras, ndigits=2)))) - self.tableWidget.setItem(cont,3, QTableWidgetItem(str(round(n_barras +0.5)+1))) - - x.append(i[0]) - y.append(round(n_barras +0.5)+1) - - bitola = x[cont] - n_barras = (round(n_barras +0.5)+1) - - espass_horizontal = (round(base - 2*(cobrimento+0.5) - n_barras*(bitola/10), ndigits=2))/(n_barras-1) - z.append(round(espass_horizontal,ndigits=2)) - self.tableWidget.setItem(cont,4, QTableWidgetItem(str(espass_horizontal))) - - cont +=1 - - print(x) - print(y) - print(z) - - self.widget.plot(x=x,y=y,pen=(3)) - - self.calcular_espacamentos() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def calcular_espacamentos(self): - bitola = float(self.comboBox_2.currentText()) - d_agreg = float(self.lineEdit_4.text()) - - s_horizontal = max(2, (bitola/10), 1.2*d_agreg) - s_vertical = max(2, (bitola/10), 0.5*d_agreg) - - #------------------------------- saida de dados ---------------------------------- - self.lineEdit_5.setText(str(s_horizontal)) - self.lineEdit_6.setText(str(s_vertical)) - - def limpar_detalhamento(self): - self.widget.clear() - self.lineEdit.setText(str('0')) - self.lineEdit_2.setText(str('0')) - self.lineEdit_3.setText(str('0')) - self.lineEdit_5.setText(str('0')) - self.lineEdit_4.setText(str('0')) -''' - -tabela_bitolas_ferro = [ - [6.3, 31.17], - [8, 50.26], - [10, 78.53], - [12.5, 122.71], - [16, 201.06], - [20, 314.15], - [25, 490.87], - [32, 804.24], - [40, 1256.63] - ] -info_viga = ['95','12','45','40','1.9'] - -class Detalhar_viga(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('detalhamento_vigas_alt.ui',self) - self.setWindowTitle('Navier - Vigas - Detalhamento') - #self.show() - def load_signals(self): - print('inicializado') - self.pushButton.clicked.connect(self.calcular_area) - #self.pushButton.clicked.connect(self.calcular_estribos) - self.pushButton_2.clicked.connect(self.limpar_detalhamento) - self.pushButton_3.clicked.connect(self.recuperarValores) - - - #pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) - - self.widget.setTitle('nº barras/Bitola') - self.widget.showGrid(x=True,y=True,alpha=1) - - #if '0' not in info_viga: - # self.recuperarValores() - - def calcular_estribos(self): - vsw = self.lineEdit_14.text() - fyk_estribo = self.comboBox_2.currentText() - tramos = self.lineEdit_15.text() - - if (vsw != '0' and tramos != '0'): - vsw = float(self.lineEdit_14.text()) - bitola_estribo = float(self.comboBox.currentText()) - fyk_estribo = float(self.comboBox_2.currentText()) - tramos = float(self.lineEdit_15.text()) - d = float(self.lineEdit_13.text()) - - area_bitola = (3.14*((bitola_estribo/1000)**2)/4) - - print(vsw) - print(bitola_estribo) - print(tramos) - print(fyk_estribo) - print(area_bitola) - - - s_estribo = ((tramos * area_bitola * 0.9 * (d/100) * (fyk_estribo*100000/1.15))/vsw*1000)/100 - s_estribo = round(s_estribo, ndigits=3) - - self.lineEdit.setText(str(s_estribo)) - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes para o cálculo dos Estribos!") - - - def recuperarValores(self): - area_aco = info_viga[0] - base = info_viga[1] - altura = info_viga[2] - d = info_viga[3] - d_agreg = info_viga[4] - - self.lineEdit_11.setText(area_aco) - self.lineEdit_10.setText(base) - self.lineEdit_9.setText(altura) - self.lineEdit_12.setText(d_agreg) - self.lineEdit_13.setText(d) - - def calcular_area(self): - area_aco = self.lineEdit_11.text() - base = self.lineEdit_10.text() - altura = self.lineEdit_9.text() - d_agreg = self.lineEdit_12.text() - d = self.lineEdit_13.text() - - if (area_aco != '0' and base != '0' and altura != '0' and d_agreg != '0' and d != '0'): - - self.widget.clear() - area_aco = float(self.lineEdit_11.text()) - base = float(self.lineEdit_10.text()) - altura = float(self.lineEdit_9.text()) - cobrimento = float(self.comboBox_3.currentText()) - bitola_estribo = float(self.comboBox.currentText()) - x = [] - y = [] - z = [] - cont = 0 - for i in tabela_bitolas_ferro: - n_barras = float(area_aco/i[1]) - print('bitola: ',i[0],' - nº barras: ',n_barras) - - self.tableWidget.setItem(cont,2, QTableWidgetItem(str(round(n_barras, ndigits=2)))) - self.tableWidget.setItem(cont,3, QTableWidgetItem(str(round(n_barras +0.5)+1))) - - x.append(i[0]) - y.append(round(n_barras +0.5)+1) - - bitola = x[cont] - n_barras = (round(n_barras +0.5)+1) - - espass_horizontal = (round(base - 2*(cobrimento+bitola_estribo/10) - n_barras*(bitola/10), ndigits=2))/(n_barras-1) - - z.append(round(espass_horizontal,ndigits=2)) - self.tableWidget.setItem(cont,4, QTableWidgetItem(str(espass_horizontal))) - - print('base:',base) - print('cobrimento:',cobrimento) - print('bitola_estribo:',bitola_estribo) - print('n_barras:',n_barras) - - cont +=1 - - #print(x) - #print(y) - #print(z) - - self.widget.plot(x=x,y=y,pen=(3)) - - self.calcular_espacamentos() - self.calcular_estribos() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def calcular_espacamentos(self): - bitola = float(self.comboBox_4.currentText()) - d_agreg = float(self.lineEdit_12.text()) - - s_horizontal = max(2, (bitola/10), 1.2*d_agreg) - s_vertical = max(2, (bitola/10), 0.5*d_agreg) - - #------------------------------- saida de dados ---------------------------------- - self.lineEdit_7.setText(str(s_horizontal)) - self.lineEdit_8.setText(str(s_vertical)) - - def limpar_detalhamento(self): - self.widget.clear() - self.lineEdit_11.setText(str('0')) - self.lineEdit_9.setText(str('0')) - self.lineEdit_10.setText(str('0')) - self.lineEdit_7.setText(str('0')) - self.lineEdit_8.setText(str('0')) - - - -class Tabela_Bitolas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('bitolas_ferros.ui',self) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - self.setWindowTitle('Navier - Tabela de Bitolas') - -class Tabela_Classe_Agressividade(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('class_agres.ui',self) - self.setWindowTitle('Navier - Classes de Agressividade e Cobrimentos Mínimos') - def load_signals(self): - print('inicializado') - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - - self.tableWidget.setSpan(0, 0, 1, 4) - - header_2 = self.tableWidget_2.horizontalHeader() - header_2.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(3, QtWidgets.QHeaderView.ResizeToContents) - - self.tableWidget_2.setSpan(0, 0, 2, 1) - self.tableWidget_2.setSpan(0, 1, 2, 1) - self.tableWidget_2.setSpan(0, 3, 2, 1) - - self.tableWidget_2.setSpan(3, 0, 2, 1) - self.tableWidget_2.setSpan(3, 1, 2, 1) - self.tableWidget_2.setSpan(3, 3, 2, 1) - - self.tableWidget_2.setSpan(5, 0, 2, 1) - self.tableWidget_2.setSpan(5, 1, 2, 1) - self.tableWidget_2.setSpan(5, 3, 2, 1) - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Inicio() - vigas = Vigas() - detalhar_vigas = Detalhar_viga() - pilares = Pilares() - pilares_areas_aco = Pilar_area_aco() - #pilares.show() - #vigas.show() - lajes = Lajes() - #lajes.show() - sapatas = Sapatas() - #sapatas.show() - carga_adicional = Carga_Adicional() - tabela_classe_agressividade = Tabela_Classe_Agressividade() - tabela_bitolas = Tabela_Bitolas() - - app.exec_() \ No newline at end of file diff --git a/inicial_new.py b/inicial_new.py deleted file mode 100644 index 5659a9a..0000000 --- a/inicial_new.py +++ /dev/null @@ -1,3040 +0,0 @@ - - -import sys -import os -import math - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox, QTableWidget, QTableWidgetItem -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -import pyqtgraph as pg - - -#import marcus - -tabela_marcus = 'tabela_marcus.pdf' -abaco_normal = 'abaco_normal.pdf' -abaco_obliqua = 'abaco_obliqua.pdf' - - -import numpy as np - -marcus_caso1 = np.array([ -[0.50, 0.059, 169.18, 42.29 ], -[0.51, 0.063, 158.42, 41.20 ], -[0.52, 0.068, 148.64, 40.19 ], -[0.53, 0.073, 139.70, 39.24 ], -[0.54, 0.078, 131.55, 38.36 ], -[0.55, 0.084, 124.10, 37.53 ], -[0.56, 0.089, 117.25, 36.77 ], -[0.57, 0.095, 110.96, 36.05 ], -[0.58, 0.102, 105.19, 35.38 ], -[0.59, 0.108, 99.86, 34.76 ], -[0.60, 0.115, 94.94, 34.18 ], -[0.61, 0.122, 90.40, 33.64 ], -[0.62, 0.129, 86.20, 33.13 ], -[0.63, 0.136, 82.30, 32.66 ], -[0.64, 0.144, 78.68, 32.23 ], -[0.65, 0.151, 75.32, 31.82 ], -[0.66, 0.159, 72.19, 31.44 ], -[0.67, 0.168, 69.27, 31.09 ], -[0.68, 0.176, 66.54, 30.99 ], -[0.69, 0.185, 63.99, 30.46 ], -[0.70, 0.194, 61.60, 30.18 ], -[0.71, 0.203, 59.37, 29.93 ], -[0.72, 0.212, 57.27, 29.69 ], -[0.73, 0.221, 55.29, 29.47 ], -[0.74, 0.231, 53.44, 29.26 ], -[0.75, 0.240, 51.69, 29.07 ], -[0.76, 0.250, 50.04, 28.90 ], -[0.77, 0.260, 48.48, 28.74 ], -[0.78, 0.270, 47.01, 28.60 ], -[0.79, 0.280, 45.61, 28.46 ], -[0.80, 0.290, 44.29, 28.34 ], -[0.81, 0.301, 43.03, 28.23 ], -[0.82, 0.311, 41.84, 28.13 ], -[0.83, 0.322, 40.70, 28.04 ], -[0.84, 0.332, 39.62, 27.96 ], -[0.85, 0.343, 38.59, 27.88 ], -[0.86, 0.354, 37.61, 27.81 ], -[0.87, 0.364, 36.67, 27.75 ], -[0.88, 0.375, 35.77, 27.70 ], -[0.89, 0.385, 34.91, 27.65 ], -[0.90, 0.396, 34.09, 27.61 ], -[0.91, 0.407, 33.30, 27.57 ], -[0.92, 0.417, 32.54, 27.54 ], -[0.93, 0.428, 31.81, 27.51 ], -[0.94, 0.438, 31.11, 27.49 ], -[0.95, 0.449, 30.44, 27.47 ], -[0.96, 0.459, 29.79, 27.45 ], -[0.97, 0.469, 29.17, 27.44 ], -[0.98, 0.480, 28.57, 27.43 ], -[0.99, 0.490, 27.99, 27.43 ], -[1.00, 0.500, 27.43, 27.43 ], -[1.00, 0.500, 27.43, 27.43], -[1.01, 0.510, 26.89, 27.43], -[1.02, 0.520, 26.37, 27.43], -[1.03, 0.529, 25.87, 27.44], -[1.04, 0.539, 25.38, 27.45], -[1.05, 0.549, 24.91, 27.47], -[1.06, 0.558, 24.46, 27.48], -[1.07, 0.567, 24.02, 27.50], -[1.08, 0.576, 23.60, 27.52], -[1.09, 0.585, 23.19, 27.55], -[1.10, 0.594, 22.79, 27.57], -[1.11, 0.603, 22.41, 27.61], -[1.12, 0.611, 22.03, 27.64], -[1.13, 0.620, 21.67, 27.67], -[1.14, 0.628, 21.32, 27.71], -[1.15, 0.636, 20.99, 27.76], -[1.16, 0.644, 20.66, 27.80], -[1.17, 0.652, 20.34, 27.85], -[1.18, 0.660, 20.04, 27.90], -[1.19, 0.667, 19.74, 27.95], -[1.20, 0.675, 19.45, 28.01], -[1.21, 0.682, 19.17, 28.07], -[1.22, 0.689, 18.90, 28.13], -[1.23, 0.696, 18.64, 28.20], -[1.24, 0.703, 18.39, 28.27], -[1.25, 0.709, 18.14, 28.34], -[1.26, 0.716, 17.90, 28.42], -[1.27, 0.722, 17.67, 28.50], -[1.28, 0.729, 17.44, 28.58], -[1.29, 0.735, 17.23, 28.67], -[1.30, 0.741, 17.01, 28.76], -[1.31, 0.746, 16.81, 28.85], -[1.32, 0.752, 16.61, 28.94], -[1.33, 0.758, 16.42, 29.04], -[1.34, 0.763, 16.23, 29.14], -[1.35, 0.769, 16.05, 29.25], -[1.36, 0.774, 15.87, 29.36], -[1.37, 0.779, 15.70, 29.47], -[1.38, 0.784, 15.53, 29.58], -[1.39, 0.789, 15.37, 29.70], -[1.40, 0.793, 15.21, 29.82], -[1.41, 0.798, 15.06, 29.95], -[1.42, 0.803, 14.91, 30.07], -[1.43, 0.807, 14.77, 30.20], -[1.44, 0.811, 14.63, 30.34], -[1.45, 0.815, 14.49, 30.47], -[1.46, 0.820, 14.36, 30.61], -[1.47, 0.824, 14.23, 30.76], -[1.48, 0.827, 14.11, 30.90], -[1.49, 0.831, 13.99, 31.05], -[1.50, 0.835, 13.87, 31.21], -[1.50, 0.835, 13.87, 31.21], -[1.51, 0.839, 13.75, 31.36], -[1.52, 0.842, 13.64, 31.52], -[1.53, 0.846, 13.53, 31.68], -[1.54, 0.849, 13.43, 31.85], -[1.55, 0.852, 13.32, 32.01], -[1.56, 0.855, 13.22, 32.18], -[1.57, 0.859, 13.13, 32.36], -[1.58, 0.862, 13.03, 32.53], -[1.59, 0.865, 12.94, 32.71], -[1.60, 0.868, 12.85, 32.80], -[1.61, 0.870, 12.76, 33.08], -[1.62, 0.873, 12.68, 33.27], -[1.63, 0.876, 12.59, 33.46], -[1.64, 0.878, 12.51, 33.65], -[1.65, 0.881, 12.43, 33.85], -[1.66, 0.884, 12.35, 34.04], -[1.67, 0.886, 12.28, 34.24], -[1.68, 0.888, 12.21, 34.45], -[1.69, 0.891, 12.13, 34.65], -[1.70, 0.893, 12.06, 34.87], -[1.71, 0.895, 12.00, 35.08], -[1.72, 0.897, 11.93, 35.29], -[1.73, 0.899, 11.86, 35.51], -[1.74, 0.902, 11.80, 35.73], -[1.75, 0.904, 11.74, 35.95], -[1.76, 0.906, 11.68, 36.17], -[1.77, 0.907, 11.62, 36.40], -[1.78, 0.909, 11.56, 36.63], -[1.79, 0.911, 11.51, 36.86], -[1.80, 0.913, 11.45, 37.10], -[1.81, 0.915, 11.40, 37.33], -[1.82, 0.916, 11.34, 37.58], -[1.83, 0.918, 11.29, 37.82], -[1.84, 0.920, 11.24, 38.06], -[1.85, 0.921, 11.19, 38.31], -[1.86, 0.923, 11.15, 38.56], -[1.87, 0.924, 11.10, 38.81], -[1.88, 0.926, 11.05, 39.07], -[1.89, 0.927, 11.01, 39.32], -[1.90, 0.929, 10.96, 39.58], -[1.91, 0.930, 10.92, 39.84], -[1.92, 0.931, 10.88, 40.10], -[1.93, 0.933, 10.84, 40.37], -[1.94, 0.934, 10.80, 40.63], -[1.95, 0.935, 10.76, 40.91], -[1.96, 0.936, 10.72, 41.18], -[1.97, 0.938, 10.68, 41.45], -[1.98, 0.939, 10.64, 41.73], -[1.99, 0.940, 10.60, 42.01], -[2.00, 0.941, 10.57, 42.29],]) - - - -marcus_caso2 = np.array([ -[0.50, 0.135, 140.93, 59.20, 45.13], -[0.51, 0.145, 132.95, 55.31, 44.11], -[0.52, 0.154, 125.68, 51.77, 43.22], -[0.53, 0.165, 119.03, 48.56, 42.38], -[0.54, 0.175, 112.94, 45.64, 41.60], -[0.55, 0.186, 107.35, 42.97, 40.88], -[0.56, 0.197, 102.20, 40.54, 40.21], -[0.57, 0.209, 97.46, 38.32, 39.60], -[0.58, 0.220, 93.08, 36.28, 39.03], -[0.59, 0.232, 89.03, 34.41, 38.51], -[0.60, 0.245, 85.28, 32.69, 38.04], -[0.61, 0.257, 81.79, 31.11, 37.60], -[0.62, 0.270, 78.55, 29.66, 37.20], -[0.63, 0.282, 75.53, 28.31, 36.83], -[0.64, 0.295, 72.71, 27.07, 36.49], -[0.65, 0.308, 70.07, 25.93, 36.19], -[0.66, 0.322, 67.60, 24.86, 35.92], -[0.67, 0.335, 65.28, 23.88, 35.67], -[0.68, 0.348, 63.10, 22.97, 35.44], -[0.69, 0.362, 61.05, 22.12, 35.25], -[0.70, 0.375, 59.12, 21.33, 35.07], -[0.71, 0.388, 57.30, 20.59, 34.92], -[0.72, 0.402, 55.58, 19.91, 34.78], -[0.73, 0.415, 53.95, 19.27, 34.67], -[0.74, 0.428, 52.41, 18.67, 34.57], -[0.75, 0.442, 50.94, 18.11, 34.50], -[0.76, 0.455, 49.56, 17.59, 34.44], -[0.77, 0.468, 48.24, 17.10, 34.39], -[0.78, 0.481, 46.98, 16.64, 34.36], -[0.79, 0.493, 45.79, 16.21, 34.35], -[0.80, 0.506, 44.65, 15.81, 34.35], -[0.81, 0.518, 43.56, 15.43, 34.36], -[0.82, 0.531, 42.53, 15.08, 34.39], -[0.83, 0.543, 41.54, 14.74, 34.42], -[0.84, 0.554, 40.60, 14.43, 34.48], -[0.85, 0.566, 39.69, 14.13, 34.54], -[0.86, 0.578, 38.83, 13.85, 34.62], -[0.87, 0.589, 38.01, 13.59, 34.70], -[0.88, 0.600, 97.22, 13.34, 34.80], -[0.89, 0.611, 96.46, 13.10, 34.91], -[0.90, 0.621, 95.73, 12.88, 35.03], -[0.91, 0.632, 35.04, 12.67, 35.16], -[0.92, 0.642, 34.37, 12.47, 35.29], -[0.93, 0.652, 33.73, 12.28, 35.44], -[0.94, 0.661, 33.12, 12.10, 35.60], -[0.95, 0.671, 32.53, 11.93, 35.77], -[0.96, 0.680, 31.97, 11.77, 35.95], -[0.97, 0.689, 31.43, 11.61, 36.13], -[0.98, 0.697, 30.91, 11.47, 36.33], -[0.99, 0.706, 30.41, 11.33, 36.53], -[1.00, 0.714, 29.93, 11.20, 36.74], -[ 1.00, 0.714, 29.93, 11.20, 36], -[ 1.02, 0.730, 29.02, 10.96, 37], -[ 1.04, 0.745, 28.18, 10.73, 37], -[ 1.06, 0.759, 27.41, 10.53, 38], -[ 1.08, 0.773, 26.69, 10.35, 38], -[ 1.10, 0.785, 26.02, 10.18, 39], -[ 1.12, 0.797, 25.40, 10.03, 39], -[1.14, 0.808, 24.83, 9.89, 40.55], -[1.16, 0.819, 24.29, 9.77, 41.21], -[1.18, 0.829, 23.79, 9.65, 41.90], -[1.20, 0.838, 23.33, 9.45, 42.62], -[1.22, 0.847, 22.89, 9.44, 43.36], -[1.24, 0.855, 22.49, 9.35, 44.13], -[1.26, 0.863, 22.11, 9.27, 44.93], -[1.28, 0.870, 21.75, 9.19, 45.75], -[1.30, 0.877, 21.42, 9.12, 46.59], -[1.32, 0.884, 21.11, 9.05, 47.46], -[1.34, 0.889, 20.82, 8.99, 48.34], -[1.36, 0.895, 20.54, 8.93, 49.26], -[1.38, 0.901, 20.28, 8.88, 50.20], -[1.40, 0.906, 20.04, 8.83, 51.15], -[1.42, 0.910, 19.81, 8.79, 52.14], -[1.44, 0.915, 19.59, 8.74, 53.14], -[1.46, 0.919, 19.39, 8.70, 54.16], -[1.48, 0.923, 19.20, 8.67, 55.21], -[1.50, 0.927, 19.01, 8.63, 56.28], -[1.52, 0.930, 18.84, 8.60, 57.36], -[1.54, 0.934, 18.68, 8.57, 58.47], -[1.56, 0.937, 18.52, 8.54, 59.60], -[1.58, 0.940, 18.37, 8.51, 60.74], -[1.60, 0.942, 18.23, 8.49, 61.91], -[1.62, 0.945, 18.10, 8.46, 63.11], -[1.64, 0.948, 17.97, 8.44, 64.31], -[1.66, 0.950, 17.85, 8.42, 65.53], -[1.68, 0.952, 17.74, 8.40, 66.78], -[1.70, 0.954, 17.63, 8.38, 68.04], -[1.72, 0.956, 17.52, 8.36, 69.33], -[1.74, 0.958, 17.42, 8.35, 70.63], -[1.76, 0.960, 17.33, 8.33, 71.96], -[1.78, 0.962, 17.25, 8.32, 73.30], -[1.80, 0.963, 17.15, 8.30, 74.65], -[1.82, 0.965, 17.07, 8.29, 76.03], -[1.84, 0.966, 16.99, 8.28, 77.42], -[1.86, 0.968, 16.91, 8.27, 78.85], -[1.88, 0.969, 16.84, 8.26, 80.27], -[1.90, 0.970, 16.77, 8.24, 81.73], -[1.92, 0.971, 16.70, 8.23, 83.18], -[1.94, 0.972, 16.64, 8.23, 84.67], -[1.96, 0.974, 16.57, 8.22, 86.19], -[1.98, 0.975, 16.51, 8.21, 87.70], -[2.00, 0.976, 16.46, 8.20, 89.22],]) - - -marcus_caso3 = np.array([ -[1.00, 0.500, 37.14, 16.00, 37.14, 16.00], -[1.01, 0.510, 36.42, 15.69, 37.15, 16.00], -[1.02, 0.520, 35.72, 15.39, 37.16, 16.01], -[1.03, 0.529, 35.05, 15.11, 37.19, 16.03], -[1.04, 0.539, 34.42, 14.84, 37.22, 16.05], -[1.05, 0.549, 33.81, 14.58, 37.27, 16.08], -[1.06, 0.558, 33.21, 14.34, 27.32, 16.11], -[1.07, 0.567, 32.65, 14.10, 37.38, 16.15], -[1.08, 0.576, 32.11, 13.88, 37.45, 16.19], -[1.09, 0.585, 31.59, 13.67, 37.53, 16.24], -[1.10, 0.594, 31.09, 13.46, 37.61, 16.29], -[1.11, 0.603, 30.61, 13.27, 37.71, 16.35], -[1.12, 0.611, 30.14, 13.08, 37.81, 16.41], -[1.13, 0.620, 29.70, 12.91, 37.92, 16.48], -[1.14, 0.628, 29.27, 12.74, 38.04, 16.55], -[1.15, 0.636, 28.85, 12.57, 38.16, 16.63], -[1.16, 0.644, 28.46, 12.42, 38.29, 16.71], -[1.17, 0.652, 28.08, 12.27, 38.43, 16.79], -[1.18, 0.660, 27.71, 12.13, 38.58, 16.88], -[1.19, 0.667, 27.35, 11.99, 38.73, 16.98], -[1.20, 0.674, 27.00, 11.85, 38.89, 17.07], -[1.21, 0.682, 26.68, 11.73, 39.06, 17.18], -[1.22, 0.690, 26.36, 11.61, 39.23, 17.28], -[1.23, 0.696, 26.05, 11.49, 39.41, 17.39], -[1.24, 0.703, 25.75, 11.38, 39.59, 17.50], -[1.25, 0.709, 25.46, 11.28, 39.78, 17.62], -[1.26, 0.716, 25.18, 11.17, 39.98, 17.74], -[1.27, 0.722, 24.92, 11.07, 40.19, 17.86], -[1.28, 0.729, 24.66, 10.98, 40.40, 17.99], -[1.29, 0.735, 24.40, 10.89, 40.61, 18.12], -[1.30, 0.741, 24.16, 10.80, 40.83, 18.25], -[1.31, 0.746, 23.93, 10.72, 41.06, 18.39], -[1.32, 0.752, 23.70, 10.63, 41.29, 18.53], -[1.33, 0.758, 23.48, 10.56, 41.53, 18.67], -[1.34, 0.763, 23.26, 10.48, 41.77, 18.82], -[1.35, 0.769, 23.06, 10.41, 42.02, 18.97], -[1.36, 0.774, 22.86, 10.34, 42.28, 19.12], -[1.37, 0.779, 22.66, 10.27, 42.54, 19.28], -[1.38, 0.784, 22.48, 10.21, 42.80, 19.43], -[1.39, 0.789, 22.29, 10.14, 43.07, 19.60], -[1.40, 0.793, 22.12, 10.08, 43.35, 19.76], -[1.41, 0.798, 21.95, 10.02, 43.63, 19.93], -[1.42, 0.803, 21.78, 9.97, 43.92, 20.10], -[1.43, 0.807, 21.62, 9.91, 44.21, 20.27], -[1.44, 0.811, 21.46, 9.86, 44.50, 20.45], -[1.45, 0.815, 21.31, 9.81, 44.80, 20.62], -[1.46, 0.820, 21.16, 9.76, 45.11, 20.80], -[1.47, 0.824, 21.02, 9.71, 45.42, 20.99], -[1.48, 0.827, 20.88, 9.67, 45.74, 21.17], -[1.49, 0.831, 20.75, 9.62, 46.06, 21.36], -[1.50, 0.835, 20.61, 9.38, 46.38, 21.55], -[1.50, 0.835, 20.61, 9.58, 46.38, 21.55], -[1.51, 0.839, 20.49, 9.54, 46.71, 21.75], -[1.52, 0.842, 20.36, 9.50, 47.05, 21.94], -[1.53, 0.846, 20.24, 9.46, 47.38, 22.14], -[1.54, 0.849, 20.12, 9.42, 47.73, 22.34], -[1.55, 0.852, 20.01, 9.39, 48.07, 22.55], -[1.56, 0.855, 19.90, 9.35, 48.43, 22.76], -[1.57, 0.859, 19.79, 9.32, 48.78, 22.96], -[1.58, 0.862, 19.69, 9.28, 49.14, 23.17], -[1.59, 0.865, 19.58, 9.25, 49.51, 23.09], -[1.60, 0.868, 19.48, 9.22, 49.88, 23.60], -[1.61, 0.870, 19.39, 9.19, 50.25, 23.82], -[1.62, 0.873, 19.29, 9.16, 52.63, 24.04], -[1.63, 0.876, 19.20, 9.13, 51.01, 24.26], -[1.64, 0.878, 19.11, 9.11, 51.40, 24.49], -[1.65, 0.881, 19.02, 9.08, 51.79, 24.72], -[1.66, 0.884, 18.94, 9.05, 52.19, 24.95], -[1.67, 0.886, 18.86, 9.03, 52.58, 25.18], -[1.68, 0.888, 18.77, 9.00, 52.99, 25.41], -[1.69, 0.891, 18.70, 8.98, 53.39, 25.65], -[1.70, 0.893, 18.62, 8.96, 53.81, 25.89], -[1.71, 0.895, 18.54, 8.93, 54.22, 26.13], -[1.72, 0.897, 18.47, 8.91, 54.64, 26.37], -[1.73, 0.899, 18.40, 8.89, 55.07, 26.61], -[1.74, 0.902, 18.33, 8.87, 55.49, 26.86], -[1.75, 0.904, 18.26, 8.85, 55.92, 27.11], -[1.76, 0.906, 18.18, 8.83, 56.36, 27.36], -[1.77, 0.907, 18.13, 8.81, 56.80, 27.61], -[1.78, 0.909, 18.07, 8.80, 57.24, 27.87], -[1.79, 0.911, 18.00, 8.78, 57.68, 28.13], -[1.80, 0.913, 17.94, 8.76, 58.14, 28.39], -[1.81, 0.915, 17.88, 8.74, 58.59, 28.65], -[1.82, 0.916, 17.83, 8.73, 59.05, 28.91], -[1.83, 0.918, 17.77, 8.71, 59.51, 29.18], -[1.84, 0.920, 17.72, 8.70, 59.97, 29.44], -[1.85, 0.921, 17.66, 8.68, 60.44, 29.72], -[1.86, 0.923, 17.61, 8.67, 60.92, 29.99], -[1.87, 0.924, 17.56, 8.65, 61.39, 30.26], -[1.88, 0.926, 17.51, 8.64, 61.88, 30.54], -[1.89, 0.927, 17.46, 8.63, 62.36, 30.81], -[1.90, 0.929, 17.41, 8.61, 62.85, 31.09], -[1.91, 0.930, 17.36, 8.60, 63.34, 31.38], -[1.92, 0.931, 17.32, 8.59, 63.83, 31.66], -[1.93, 0.933, 17.27, 8.58, 64.33, 31.94], -[1.94, 0.934, 17.23, 8.56, 64.83, 32.23], -[1.95, 0.935, 17.18, 8.55, 65.34, 32.52], -[1.96, 0.936, 17.14, 8.54, 65.84, 32.81], -[1.97, 0.938, 17.10, 8.53, 66.36, 33.10], -[1.98, 0.939, 17.06, 8.52, 66.88, 33.40], -[1.99, 0.940, 17.02, 8.51, 67.39, 33.70], -[2.00, 0.941, 16.93, 8.50, 67.92, 34.00],]) - - -marcus_caso5 = np.array([ -[0.50, 0.111, 246.52, 108.00, 71.43, 36.00], -[0.51, 0.119, 230.76, 100.70, 69.53, 34.92], -[0.52, 0.127, 216.51, 95.07, 67.77, 33.91], -[0.53, 0.136, 203.52, 88.05, 66.13, 32.97], -[0.54, 0.145, 191.66, 82.56, 64.60, 32.10], -[0.55, 0.155, 180.83, 77.57, 63.18, 31.29], -[0.56, 0.164, 170.91, 73.01, 61.86, 30.53], -[0.57, 0.174, 161.79, 68.84, 60.63, 29.82], -[0.58, 0.184, 153.42, 65.02, 59.49, 29.16], -[0.59, 0.195, 145.72, 61.52, 58.42, 28.55], -[0.60, 0.206, 138.61, 58.30, 57.43, 27.98], -[0.61, 0.217, 132.05, 55.34, 56.52, 27.45], -[0.62, 0.228, 125.98, 52.61, 55.67, 26.96], -[0.63, 0.239, 120.36, 50.09, 54.88, 26.51], -[0.64, 0.251, 115.15, 47.76, 54.15, 26.08], -[0.65, 0.263, 110.30, 45.61, 53.48, 25.69], -[0.66, 0.275, 105.81, 43.62, 52.85, 25.33], -[0.67, 0.287, 101.61, 41.77, 52.28, 25.00], -[0.68, 0.299, 97.70, 40.06, 51.76, 24.70], -[0.69, 0.312, 94.06, 38.47, 51.28, 24.42], -[0.70, 0.324, 90.65, 36.99, 50.84, 24.17], -[0.71, 0.337, 87.46, 35.61, 50.45, 23.93], -[0.72, 0.349, 84.48, 34.33, 50.09, 23.73], -[0.73, 0.362, 81.68, 33.13, 49.77, 23.54], -[0.74, 0.375, 82.05, 32.48, 49.05, 23.37], -[0.75, 0.387, 76.58, 30.96, 49.23, 23.22], -[0.76, 0.400, 74.26, 29.98, 49.00, 23.09], -[0.77, 0.413, 72.08, 29.07, 48.81, 22.98], -[0.78, 0.425, 70.02, 28.21, 48.65, 22.88], -[0.79, 0.438, 68.08, 27.40, 48.51, 22.80], -[0.80, 0.450, 66.24, 26.65, 48.40, 22.74], -[0.81, 0.463, 64.51, 25.94, 48.32, 22.69], -[0.82, 0.475, 62.88, 25.27, 48.26, 22.65], -[0.83, 0.487, 61.33, 24.64, 48.22, 22.63], -[0.84, 0.499, 59.86, 24.05, 48.21, 22.63], -[0.85, 0.511, 58.47, 23.49, 48.22, 22.63], -[0.86, 0.522, 57.15, 22.97, 48.25, 22.65], -[0.87, 0.543, 55.90, 22.47, 48.30, 22.68], -[0.88, 0.545, 54.71, 22.00, 48.37, 22.72], -[0.89, 0.558, 53.58, 21.56, 48.46, 22.77], -[0.90, 0.567, 52.51, 21.14, 48.57, 22.84], -[0.91, 0.578, 51.49, 20.75, 48.69, 22.91], -[0.92, 0.589, 50.51, 20.37, 48.83, 22.99], -[0.93, 0.599, 49.59, 20.02, 48.99, 23.09], -[0.94, 0.610, 48.70, 19.68, 49.17, 23.19], -[0.95, 0.620, 47.86, 19.37, 49.06, 13.30], -[0.96, 0.629, 47.06, 19.06, 49.57, 23.42], -[0.97, 0.639, 46.29, 18.78, 49.80, 23.56], -[0.98, 0.648, 45.55, 18.50, 50.04, 23.70], -[0.99, 0.658, 44.85, 18.25, 50.29, 23.84], -[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], -[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], -[1.02, 0.684, 42.92, 17.54, 51.14, 24.33], -[1.04, 0.700, 41.77, 17.13, 51.76, 24.70], -[1.06, 0.716, 40.71, 16.75, 52.44, 25.10], -[1.08, 0.731, 39.74, 16.41, 53.18, 25.52], -[1.10, 0.745, 38.84, 16.10, 53.95, 25.97], -[1.12, 0.759, 38.01, 15.81, 54.78, 26.45], -[1.14, 0.772, 37.25, 15.55, 55.64, 26.95], -[1.16, 0.784, 36.54, 15.31, 56.55, 27.47], -[1.18, 0.795, 35.88, 15.09, 57.50, 28.02], -[1.20, 0.806, 35.27, 14.89, 58.50, 28.59], -[1.22, 0.816, 34.70, 14.71, 59.53, 29.19], -[1.24, 0.825, 34.17, 14.54, 60.60, 29.80], -[1.26, 0.834, 33.68, 14.38, 61.71, 30.44], -[1.28, 0.843, 33.22, 14.23, 62.85, 31.10], -[1.30, 0.851, 32.79, 14.10, 64.03, 31.77], -[1.32, 0.859, 32.38, 13.98, 65.25, 32.47], -[1.34, 0.866, 32.01, 13.86, 66.50, 33.18], -[1.36, 0.872, 31.65, 13.75, 66.78, 33.92], -[1.38, 0.879, 31.02, 13.65, 69.10, 34.67], -[1.40, 0.885, 31.01, 13.56, 70.45, 35.44], -[1.42, 0.890, 30.72, 13.47, 71.83, 36.23], -[1.44, 0.896, 30.44, 13.39, 73.24, 37.03], -[1.46, 0.901, 30.18, 13.32, 74.69, 37.86], -[1.48, 0.906, 29.94, 13.25, 76.17, 38.70], -[1.50, 0.910, 29.71, 13.18, 77.67, 39.55], -[1.52, 0.914, 29.49, 13.12, 79.20, 40.43], -[1.54, 0.918, 29.28, 13.07, 80.77, 41.32], -[1.56, 0.922, 29.09, 13.01, 82.36, 12.22], -[1.58, 0.926, 28.90, 12.96, 83.98, 43.14], -[1.60, 0.929, 28.73, 12.91, 85.64, 44.08], -[1.62, 0.932, 28.56, 12.87, 87.31, 45.03], -[1.64, 0.935, 28.40, 12.83, 89.02, 46.00], -[1.66, 0.938, 28.25, 12.79, 90.77, 46.99], -[1.68, 0.941, 28.11, 12.75, 92.52, 47.98], -[1.70, 0.943, 27.97, 12.72, 94.32, 49.00], -[1.72, 0.946, 27.84, 12.68, 96.13, 50.03], -[1.74, 0.948, 27.72, 12.65, 97.98, 51.08], -[1.76, 0.950, 27.60, 12.62, 99.86, 52.14], -[1.78, 0.952, 27.49, 12.60, 101.75, 53.21], -[1.80, 0.954, 27.38, 12.57, 103.68, 54.30], -[1.82, 0.956, 27.28, 12.55, 105.63, 55.41], -[1.84, 0.958, 27.18, 12.52, 107.62, 56.63], -[1.86, 0.960, 27.09, 12.50, 109.63, 57.67], -[1.88, 0.961, 27.00, 12.48, 111.65, 58.81], -[1.90, 0.963, 26.91, 12.46, 110.71, 59.97], -[1.92, 0.964, 26.83, 12.44, 115.79, 61.15], -[1.94, 0.966, 26.75, 12.42, 117.89, 62.33], -[1.96, 0.967, 26.68, 12.41, 120.04, 63.55], -[1.98, 0.968, 26.61, 12.39, 122.19, 64.76], -[2.00, 0.970, 26.54, 12.37, 124.35, 65.98]]) - - -marcus_caso6 = np.array([ -[1.00, 0.500, 55.74, 24.00, 55.74, 24.00], -[1.01, 0.510, 54.65, 32.53, 55.75, 24.00], -[1.02, 0.520, 53.61, 32.09, 55.78, 24.02], -[1.03, 0.529, 52.62, 22.66, 55.82, 24.04], -[1.04, 0.539, 51.76, 22.26, 55.88, 24.07], -[1.05, 0.549, 50.76, 21.87, 55.96, 24.11], -[1.06, 0.558, 49.89, 21.50, 56.06, 24.16], -[1.07, 0.567, 49.06, 21.15, 56.17, 24.22], -[1.08, 0.576, 48.27, 20.82, 56.30, 24.28], -[1.09, 0.585, 47.50, 20.50, 56.44, 24.36], -[1.10, 0.594, 46.77, 20.20, 56.59, 24.44], -[1.11, 0.603, 46.07, 19.90, 56.76, 24.52], -[1.12, 0.611, 45.40, 19.63, 56.95, 24.62], -[1.13, 0.620, 44.75, 19.36, 57.14, 24.72], -[1.14, 0.628, 44.13, 19.10, 57.36, 24.83], -[1.15, 0.636, 43.54, 18.86, 57.58, 24.94], -[1.16, 0.644, 42.97, 18.63, 57.82, 25.06], -[1.17, 0.652, 42.42, 18.40, 58.07, 25.19], -[1.18, 0.660, 41.89, 18.19, 58.33, 25.33], -[1.19, 0.667, 41.38, 17.98, 58.60, 25.47], -[1.20, 0.675, 40.90, 17.79, 58.89, 25.61], -[1.21, 0.682, 40.42, 17.60, 59.19, 25.76], -[1.22, 0.689, 39.97, 17.42, 59.49, 25.92], -[1.23, 0.696, 39.54, 17.24, 59.81, 26.09], -[1.24, 0.703, 39.12, 17.07, 60.15, 26.25], -[1.25, 0.709, 38.71, 16.91, 60.49, 26.43], -[1.26, 0.716, 38.32, 16.76, 60.84, 26.61], -[1.27, 0.722, 37.95, 16.61, 61.20, 26.79], -[1.28, 0.729, 37.58, 16.47, 61.57, 26.98], -[1.29, 0.735, 37.23, 16.33, 61.96, 27.18], -[1.30, 0.741, 36.89, 16.20, 62.05, 27.38], -[1.31, 0.746, 36.57, 16.07, 62.75, 27.58], -[1.32, 0.752, 36.25, 15.95, 63.16, 27.79], -[1.33, 0.758, 35.95, 15.83, 63.59, 28.01], -[1.34, 0.763, 35.65, 15.72, 64.02, 28.23], -[1.35, 0.769, 35.37, 15.61, 64.46, 28.45], -[1.36, 0.774, 35.09, 15.51, 64.91, 28.68], -[1.37, 0.779, 34.83, 15.41, 65.36, 28.91], -[1.38, 0.784, 34.57, 15.31, 65.83, 29.15], -[1.39, 0.789, 34.32, 15.21, 66.31, 29.39], -[1.40, 0.793, 34.08, 15.12, 66.79, 29.64], -[1.41, 0.798, 33.85, 15.04, 67.29, 29.89], -[1.42, 0.803, 33.62, 14.95, 67.79, 30.15], -[1.43, 0.807, 33.40, 14.87, 68.30, 30.40], -[1.44, 0.811, 33.19, 14.79, 68.82, 30.67], -[1.45, 0.815, 32.98, 14.71, 69.34, 30.94], -[1.46, 0.820, 32.78, 14.64, 69.88, 31.21], -[1.47, 0.824, 32.59, 14.57, 70.42, 31.48], -[1.48, 0.827, 32.40, 14.50, 70.97, 31.76], -[1.49, 0.831, 32.22, 14.43, 71.53, 32.04], -[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], -[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], -[1.51, 0.839, 31.87, 14.31, 72.67, 32.62], -[1.52, 0.842, 31.71, 14.25, 73.25, 32.92], -[1.53, 0.846, 31.54, 14.19, 73.84, 33.22], -[1.54, 0.849, 31.39, 14.13, 74.44, 33.52], -[1.55, 0.852, 31.24, 14.08, 75.04, 33.82], -[1.56, 0.855, 31.09, 14.03, 75.65, 34.13], -[1.57, 0.859, 30.94, 13.97, 76.27, 34.45], -[1.58, 0.862, 30.80, 13.92, 76.90, 34.79], -[1.59, 0.865, 30.67, 13.88, 77.52, 35.08], -[1.60, 0.868, 30.54, 13.83, 78.17, 35.41], -[1.61, 0.870, 30.41, 13.79, 78.81, 35.73], -[1.62, 0.873, 30.28, 13.74, 79.47, 36.06], -[1.63, 0.876, 30.16, 13.70, 80.13, 36.40], -[1.64, 0.878, 30.04, 13.66, 80.80, 36.74], -[1.65, 0.881, 29.93, 13.62, 81.48, 37.08], -[1.66, 0.884, 29.82, 13.58, 82.16, 37.42], -[1.67, 0.886, 29.71, 13.54, 82.84, 37.77], -[1.68, 0.888, 29.60, 13.51, 83.54, 38.12], -[1.69, 0.891, 29.50, 13.47, 84.24, 38.47], -[1.70, 0.893, 29.40, 13.44, 84.95, 38.83], -[1.71, 0.895, 29.30, 13.40, 85.67, 39.19], -[1.72, 0.897, 29.20, 13.37, 86.38, 39.55], -[1.73, 0.899, 29.11, 13.34, 87.12, 39.92], -[1.74, 0.902, 29.02, 13.31, 87.85, 40.29], -[1.75, 0.904, 28.93, 13.28, 88.60, 40.67], -[1.76, 0.906, 28.84, 13.25, 89.34, 41.04], -[1.77, 0.907, 28.76, 13.22, 90.09, 41.42], -[1.78, 0.909, 28.68, 13.19, 90.86, 41.81], -[1.79, 0.911, 28.60, 13.17, 91.61, 42.19], -[1.80, 0.913, 28.52, 13.14, 92.39, 42.58], -[1.81, 0.915, 28.44, 13.12, 93.17, 42.97], -[1.82, 0.916, 28.37, 13.09, 93.96, 43.37], -[1.83, 0.918, 28.29, 13.07, 94.75, 43.77], -[1.84, 0.920, 28.22, 13.05, 95.54, 44.17], -[1.85, 0.921, 28.15, 13.02, 96.35, 44.57], -[1.86, 0.923, 28.09, 13.00, 97.16, 44.98], -[1.87, 0.924, 28.02, 12.98, 97.98, 45.09], -[1.88, 0.926, 27.95, 12.96, 98.80, 45.81], -[1.89, 0.927, 27.89, 12.94, 99.62, 46.22], -[1.90, 0.929, 27.83, 12.92, 100.46, 46.64], -[1.91, 0.930, 27.77, 12.90, 101.30, 47.06], -[1.92, 0.931, 27.71, 12.88, 102.14, 47.49], -[1.93, 0.933, 27.65, 12.86, 103.00, 47.92], -[1.94, 0.934, 27.60, 12.85, 103.85, 48.35], -[1.95, 0.935, 27.54, 12.83, 104.72, 48.78], -[1.96, 0.936, 27.49, 12.81, 105.58, 49.21], -[1.97, 0.938, 27.43, 12.80, 106.45, 49.65], -[1.98, 0.939, 27.38, 12.78, 107.35, 50.10], -[1.99, 0.940, 27.33, 12.76, 108.23, 50.55], -[2.00, 0.941, 27.28, 12.75, 109.12, 50.99],]) - - -marcus_caso4 = np.array([ -[1.00, 0.833, 37.47, 14.40, 55.74], -[1.02, 0.844, 36.71, 14.22, 57.01], -[1.04, 0.854, 36.00, 14.05, 58.33], -[1.06, 0.863, 35.34, 13.90, 59.70], -[1.08, 0.872, 34.74, 13.76, 61.12], -[1.10, 0.880, 34.18, 13.64, 62.59], -[1.12, 0.887, 33.66, 13.52, 64.10], -[1.14, 0.894, 33.18, 13.42, 65.66], -[1.16, 0.900, 32.74, 13.32, 67.26], -[1.18, 0.906, 32.32, 13.24, 68.91], -[1.20, 0.912, 31.93, 13.16, 70.60], -[1.22, 0.917, 31.57, 13.08, 72.33], -[1.24, 0.922, 31.23, 13.01, 74.11], -[1.26, 0.926, 30.92, 12.95, 75.92], -[1.28, 0.931, 30.62, 12.89, 77.78], -[1.30, 0.934, 30.34, 12.84, 79.66], -[1.32, 0.938, 30.08, 12.79, 81.60], -[1.34, 0.942, 29.83, 12.74, 83.58], -[1.36, 0.945, 29.60, 12.70, 85.58], -[1.38, 0.948, 29.39, 12.66, 87.63], -[1.40, 0.950, 29.18, 12.62, 89.72], -[1.42, 0.953, 28.99, 12.59, 91.84], -[1.44, 0.955, 28.80, 12.56, 94.01], -[1.46, 0.958, 28.63, 12.53, 96.20], -[1.48, 0.960, 28.47, 12.50, 98.45], -[1.50, 0.962, 28.31, 12.47, 100.72], -[1.52, 0.964, 28.16, 12.45, 103.02], -[1.54, 0.966, 28.02, 12.43, 105.38], -[1.56, 0.967, 27.89, 12.40, 107.76], -[1.58, 0.969, 27.76, 12.38, 110.16], -[1.60, 0.970, 27.64, 12.37, 112.61], -[1.62, 0.972, 27.53, 12.35, 115.12], -[1.64, 0.973, 27.42, 12.33, 117.62], -[1.66, 0.974, 27.31, 12.32, 120.17], -[1.68, 0.975, 27.21, 12.30, 122.76], -[1.70, 0.977, 27.12, 12.29, 125.41], -[1.72, 0.978, 27.03, 12.27, 128.04], -[1.74, 0.979, 26.94, 12.26, 130.75], -[1.76, 0.800, 26.86, 12.25, 133.50], -[1.78, 0.980, 26.78, 12.24, 136.24], -[1.80, 0.981, 26.70, 12.23, 139.05], -[1.82, 0.982, 26.63, 12.22, 141.85], -[1.84, 0.983, 26.56, 12.21, 144.78], -[1.86, 0.983, 26.49, 12.20, 147.65], -[1.88, 0.984, 26.43, 12.19, 150.60], -[1.90, 0.985, 26.37, 12.18, 153.54], -[1.92, 0.985, 26.31, 12.18, 156.53], -[1.94, 0.986, 26.25, 12.17, 159.56], -[1.96, 0.987, 26.19, 12.16, 162.60], -[1.98, 0.987, 26.14, 12.16, 165.75], -[2.00, 0.988, 26.09, 12.15, 168.80], - - - -[0.50, 0.238, 37.06, 50.40, 49.92], -[0.51, 0.253, 30.06, 47.48, 49.11], -[0.52, 0.268, 23.66, 44.83, 48.38], -[0.53, 0.283, 17.79, 42.42, 47.72], -[0.54, 0.298, 12.39, 40.23, 47.13], -[0.55, 0.314, 107.42, 38.23, 46.60], -[0.56, 0.330, 102.83, 36.40, 46.13], -[0.57, 0.345, 98.59, 34.74, 45.72], -[0.58, 0.361, 94.67, 33.21, 45.35], -[0.59, 0.377, 91.02, 31.81, 45.04], -[0.60, 3.930, 87.62, 30.52, 44.77], -[0.61, 0.409, 84.46, 29.33, 44.54], -[0.62, 0.425, 81.51, 28.24, 44.35], -[0.63, 0.441, 78.76, 27.24, 44.21], -[0.64, 0.456, 76.18, 26.30, 44.10], -[0.65, 0.472, 73.76, 25.45, 44.02], -[0.66, 0.487, 71.49, 24.65, 43.98], -[0.67, 0.502, 69.36, 23.91, 47.97], -[0.68, 0.517, 67.36, 23.22, 43.98], -[0.69, 0.531, 65.47, 22.59, 44.03], -[0.70, 0.545, 63.69, 22.00, 44.11], -[0.71, 0.559, 62.01, 21.44, 44.21], -[0.72, 0.573, 60.42, 20.93, 44.34], -[0.73, 0.587, 58.92, 20.45, 44.49], -[0.74, 0.600, 57.51, 20.00, 44.66], -[0.75, 0.613, 56.16, 19.38, 44.86], -[0.76, 0.625, 54.89, 19.19, 45.08], -[0.77, 0.637, 53.69, 18.83, 45.33], -[0.78, 0.649, 52.54, 18.48, 45.59], -[0.79, 0.661, 51.46, 18.16, 45.87], -[0.80, 0.672, 50.42, 17.86, 46.17], -[0.81, 0.683, 49.44, 17.57, 46.30], -[0.82, 0.693, 48.51, 17.31, 46.84], -[0.83, 0.703, 47.62, 17.06, 47.20], -[0.84, 0.713, 46.78, 16.82, 47.57], -[0.85, 0.723, 45.97, 16.60, 47.97], -[0.86, 0.732, 45.21, 16.39, 48.38], -[0.87, 0.741, 44.48, 16.19, 48.81], -[0.88, 0.750, 43.78, 16.00, 49.25], -[0.89, 0.758, 43.12, 15.82, 49.71], -[0.90, 0.766, 42.48, 15.66, 50.19], -[0.91, 0.774, 41.87, 15.50, 50.68], -[0.92, 0.782, 41.30, 15.35, 51.18], -[0.93, 0.789, 40.74, 15.21, 51.50], -[0.94, 0.796, 40.21, 15.07, 52.24], -[0.95, 0.803, 39.70, 14.95, 52.78], -[0.96, 0.809, 39.22, 14.82, 53.35], -[0.97, 0.816, 38.75, 14.72, 53.92], -[0.98, 0.822, 38.31, 14.60, 54.52], -[0.99, 0.828, 37.88, 14.50, 55.12], -[1.00, 0.833, 37.47, 14.40, 55.74], - - -]) - - -class Inicio(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = None - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('inicio_alt.ui',self) - self.label.setStyleSheet("Background-Color: #ddebff;") - - self.setWindowTitle('Navier - inicio') - - self.pushButton.setIcon(QtGui.QIcon('./btn_inicio_vigas.png')) - self.pushButton.setIconSize(QtCore.QSize(52,52)) - self.pushButton_3.setIcon(QtGui.QIcon('./btn_inicio_pilares.png')) - self.pushButton_3.setIconSize(QtCore.QSize(42,42)) - self.pushButton_9.setIcon(QtGui.QIcon('./btn_inicio_lajes.png')) - self.pushButton_9.setIconSize(QtCore.QSize(42,42)) - self.pushButton_11.setIcon(QtGui.QIcon('./btn_inicio_fundacoes.png')) - self.pushButton_11.setIconSize(QtCore.QSize(45,45)) - - - self.label_5.setStyleSheet("Background-Color: #ddebff;") - self.label_10.setStyleSheet("Background-Color: #ddebff;") - self.label_9.setStyleSheet("Background-Color: #ddebff;") - self.label_11.setStyleSheet("Background-Color: #ddebff;") - - self.pushButton_2.setIcon(QtGui.QIcon('./btn_caa.png')) - self.pushButton_2.setIconSize(QtCore.QSize(45,45)) - self.pushButton_5.setIcon(QtGui.QIcon('./btn_cadicional.png')) - self.pushButton_5.setIconSize(QtCore.QSize(45,45)) - self.pushButton_6.setIcon(QtGui.QIcon('./btn_tabbitolas.png')) - self.pushButton_6.setIconSize(QtCore.QSize(45,45)) - self.pushButton_7.setIcon(QtGui.QIcon('./btn_tabmarcus.png')) - self.pushButton_7.setIconSize(QtCore.QSize(45,45)) - self.pushButton_8.setIcon(QtGui.QIcon('./btn_flexaosimples.png')) - self.pushButton_8.setIconSize(QtCore.QSize(45,45)) - self.pushButton_23.setIcon(QtGui.QIcon('./btn_flexaocomposta.png')) - self.pushButton_23.setIconSize(QtCore.QSize(45,45)) - - self.label_21.setToolTip('Brunel - programa de cálculo e verificação de perfis metálicos para perfis brasileiros') - self.label_22.setToolTip('EngTool - aplicação mobile para cálculo de vigas de concreto armado') - - self.setFixedSize(570, 450) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.show() - - - def load_signals(self): - self.pushButton.clicked.connect(self.iniciar_vigas) - self.pushButton_3.clicked.connect(self.iniciar_pilares) - self.pushButton_9.clicked.connect(self.iniciar_lajes) - self.pushButton_11.clicked.connect(self.iniciar_fundacoes) - - self.pushButton_2.clicked.connect(self.iniciar_classe_agressividade) - self.pushButton_5.clicked.connect(self.iniciar_carga_adicional) - self.pushButton_6.clicked.connect(self.iniciar_tabela_bitolas) - - self.pushButton_7.clicked.connect(lambda: self.abrirTabelaAuxiliar(tabela_marcus)) - self.pushButton_23.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_normal)) - self.pushButton_8.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_obliqua)) - - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - def iniciar_vigas(self): - print('vigas') - vigas.show() - def iniciar_pilares(self): - print('pilares') - pilares.show() - def iniciar_lajes(self): - print('lajes') - lajes.show() - def iniciar_fundacoes(self): - print('fundações') - sapatas.show() - #--------------------------- forms complementares ----------------------------- - def iniciar_carga_adicional(self): - print('carga adicional') - carga_adicional.show() - def iniciar_tabela_bitolas(self): - print('carga adicional') - tabela_bitolas.show() - def iniciar_classe_agressividade(self): - print('classe de agressividade') - tabela_classe_agressividade.show() - - - -class Vigas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('vigas_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Vigas') - self.setFixedSize(860, 620) - - def load_signals(self): - print('viga carregado') - self.pushButton.clicked.connect(lambda: self.stackedWidget.setCurrentIndex(1)) - self.pushButton_2.clicked.connect(lambda: self.stackedWidget.setCurrentIndex(0)) - self.pushButton_3.clicked.connect(lambda: detalhar_vigas.show()) - - self.pushButton_6.clicked.connect(self.calcular_viga_index) - self.pushButton_7.clicked.connect(self.limpar_vigas) - - self.radioButton.clicked.connect(lambda: self.lineEdit_35.setText('0.450')) - self.radioButton_2.clicked.connect(lambda: self.lineEdit_35.setText('0.628')) - - - def calcular_viga_index(self): - aux = self.stackedWidget.currentIndex() #retorn o indice do stackedwidget e indica se o cálculo é de simples ou dupla - #aux == 0 (Simples), aux == 1 (Dupla) - if aux == 1: - self.calcular_viga_simples() - else: - self.calcular_viga_dupla() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def calcular_viga_cortante(self): - aux = self.stackedWidget.currentIndex() - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - - if aux == 1: - bw_viga = float(self.lineEdit_3.text()) - h_viga = float(self.lineEdit_4.text()) - d_viga = float(self.lineEdit_5.text()) - - else: - bw_viga = float(self.lineEdit_15.text()) - h_viga = float(self.lineEdit_16.text()) - d_viga = float(self.lineEdit_17.text()) - - - theta_transversal = 45 - alfa_transversal = 90 - if self.radioButton_4.isChecked(): - theta_transversal = self.spinBox.value() - - theta_transversal = (theta_transversal/180)*math.pi - alfa_transversal = (alfa_transversal/180)*math.pi - - fator_cotangentes_transversal = ((math.cos(alfa_transversal)/math.sin(alfa_transversal))) + ((math.cos(theta_transversal)/math.sin(theta_transversal))) - fator_cotangentes_transversal = 1 - - vsd = vk_viga * 1.4 - vrd2 = 0.27 * (1-(fck_viga/250)) * (bw_viga/100) * fcd_viga * (d_viga/100) *(math.sin(2*theta_transversal))*fator_cotangentes_transversal * 1000 - print('VSD: ',vsd) - print('VRD2: ',vrd2) - - if vrd2 < vsd: - QMessageBox.about(self, "Alerta", "A seção de concreto não permite gerar bielas resistentes à compressão. Reveja as dimensões da viga ou esforços de cálculo para a estrutura.") - else: - vc_0 = 0.09*(fck_viga**(2/3))*(bw_viga/100)*(d_viga/100)*1000 - if self.radioButton_4.isChecked(): - vc_0 = vc_0*((vrd2 - vsd)/(vrd2 - vc_0)) - - vsw = vsd - vc_0 - - #as_transversal = (vsw/(0.9*(d_viga/100)*fyd_viga*fator_cotangentes_transversal*math.sin(alfa_transversal)))*1000 - as_transversal = (vsw/(0.9*(d_viga/100)*fyd_viga)*math.tan(theta_transversal))*1000 - - taxa_aco_cortante_retangular = 0.2*(0.3*fck_viga**(2/3))/fyk_viga - - as_min_transversal = ((bw_viga*10)*taxa_aco_cortante_retangular)*1000 # para deixar em mm² - - print('vk_viga: ',vk_viga) - print('vsd: ',vsd) - print('vrd2: ',vrd2) - print('vc_0: ',vc_0) - print('vsw: ',vsw) - print('as_transversal: ',as_transversal) - print('taxa_aco_cortante_retangular: ',taxa_aco_cortante_retangular) - print('as_min_transversal',as_min_transversal) - - #------------------------------------------- saida de dados -------------------------------------------------- - self.lineEdit_30.setText(str(round(vk_viga*1.4, ndigits=4))) - self.lineEdit_31.setText(str(round(vrd2, ndigits=4))) - self.lineEdit_32.setText(str(round(vc_0, ndigits=4))) - self.lineEdit_33.setText(str(round(vsw, ndigits=4))) - - self.lineEdit_34.setText(str(round(as_transversal, ndigits=4))) - self.lineEdit_37.setText(str(round(as_min_transversal, ndigits=4))) - - - if (vsd <= 0.67*vrd2): - espass_maximo = 30 - else: - espass_maximo = 20 - - global info_viga_cortante - info_viga_cortante = [str(vsw), espass_maximo] - - - - def calcular_viga_simples(self): - mk_viga = self.lineEdit.text() - vk_viga = self.lineEdit_2.text() - bw_viga = self.lineEdit_3.text() - h_viga = self.lineEdit_4.text() - d_viga = self.lineEdit_5.text() - - if (mk_viga != '0' and vk_viga != '0' and bw_viga != '0' and h_viga != '0' and d_viga != '0'): - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - bw_viga = float(self.lineEdit_3.text()) - h_viga = float(self.lineEdit_4.text()) - d_viga = float(self.lineEdit_5.text()) - - d_linha_viga = h_viga - d_viga - self.lineEdit_21.setText(str(round(d_linha_viga, ndigits=2))) - area_secao_viga = bw_viga * h_viga - - kmd_viga = (mk_viga * 1.4 * 1000)/((bw_viga/100) * ((d_viga/100)**2) * (0.85*fcd_viga*1000000)) - if kmd_viga >0.5: - QMessageBox.about(self, "Alerta", "Os esforços especificados não são suportados pela seção de concreto analisada. Por favor altera as dimensões da seção da viga ou reveja os esforços de cálculo para a estrutura.") - else: - kx_viga = (1 - math.sqrt(1 - 2*kmd_viga))/0.8 - kz_viga = 1 - 0.4*kx_viga - as_viga = (mk_viga * 1.4 * 1000)/(kz_viga * (d_viga/100) * fyd_viga) - - as_sobre_apoio_viga = as_viga/3 - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - as_max_viga = (4/100)*area_secao_viga*100 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - if kx_viga < 0: - dominio_viga = 'Domínio 1' - elif kx_viga > 0 and kx_viga <0.259: - dominio_viga = 'Domínio 2' - elif kx_viga > 0.259 and kx_viga <0.45: - dominio_viga = 'Domínio 3 - Dúctil' - elif kx_viga > 0.45 and kx_viga <0.63: - dominio_viga = 'Domínio 3 - Não Dúctil' - elif (kx_viga > 0.628 and kx_viga <1): - dominio_viga = 'Domínio 4a' - elif (kx_viga > 0.438 and kx_viga <1) and (fyk_viga == 600): - dominio_viga = 'Domínio 4a' - else: - dominio_viga = 'Domínio 4b' - - kmd_viga = self.truncar(kmd_viga) - kx_viga = self.truncar(kx_viga) - kz_viga = self.truncar(kz_viga) - - print('kmd_viga: ',kmd_viga) - print('kx_viga: ',kx_viga) - print('kz_viga: ',kz_viga) - print('as_viga: ',as_viga) - print('as_sobre_apoio_viga: ',as_sobre_apoio_viga) - print('as_max_viga: ',as_max_viga) - print('as_min_viga',as_min_viga) - - #-------------------------------------- saida de dados ------------------------------------------------ - self.lineEdit_6.setText(str(round(mk_viga*1.4,ndigits=4))) - self.lineEdit_13.setText(dominio_viga) - self.lineEdit_7.setText(str(kmd_viga)) - self.lineEdit_8.setText(str(kx_viga)) - self.lineEdit_9.setText(str(kz_viga)) - - self.lineEdit_10.setText(str(round(as_viga,ndigits=4))) - self.lineEdit_11.setText(str(round(as_sobre_apoio_viga,ndigits=4))) - self.lineEdit_12.setText(str(round(as_pele,ndigits=4))) - self.lineEdit_14.setText(str(round(as_max_viga,ndigits=4))) - self.lineEdit_20.setText(str(round(as_min_viga,ndigits=4))) - - #------------------------------------------------------------------------------------------------- - if (dominio_viga == 'Domínio 4a') or (dominio_viga == 'Domínio 4b'): - QMessageBox.about(self, "Atenção", "Domínio de cálculo 4, recomenda-se utilizar, em seção retangular, armadura dupla ou seção tê para contenção dos esforços de compressão do concreto.") - - if as_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - global info_viga - info_viga = [str(as_viga),str(bw_viga),str(h_viga),str(d_viga),str(1.9)] - - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def calcular_viga_dupla(self): - mk_viga = self.lineEdit.text() - vk_viga = self.lineEdit_2.text() - bw_viga = self.lineEdit_15.text() - h_viga = self.lineEdit_16.text() - d_viga = self.lineEdit_17.text() - - if (mk_viga != '0' and vk_viga != '0' and bw_viga != '0' and h_viga != '0' and d_viga != '0'): - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - bw_viga = float(self.lineEdit_15.text()) - h_viga = float(self.lineEdit_16.text()) - d_viga = float(self.lineEdit_17.text()) - - d_linha_viga = h_viga - d_viga - self.lineEdit_27.setText(str(round(d_linha_viga, ndigits=4))) - - xis_dominio = float(self.lineEdit_35.text()) - - d_min_viga = math.sqrt((mk_viga*1.4*1000)/((bw_viga/100) * (fcd_viga*1000000) * (0.68*xis_dominio - 0.272*(xis_dominio**2)))) - - x_lim_viga = xis_dominio * (d_viga/100) - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - - print('d_min_viga: ',d_min_viga) - print('x_lim_viga: ',x_lim_viga) - print('momento_lim_viga: ',momento_lim_viga) - - if d_min_viga < (h_viga/100): - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - QMessageBox.about(self, "Observação", "A altura atual da viga é maior que a altura útil mínima, calcule como simplesmente armada") - - else: - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - momento_2_viga = (mk_viga*1.4) - momento_lim_viga - - as_compressao_viga = (momento_2_viga * 1000)/(((d_viga/100) - (d_linha_viga/100))*(fyd_viga)) - #as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*x_lim_viga)*(d_viga/100)*fyd_viga)) - as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*xis_dominio)*(d_viga/100)*fyd_viga)) - - as_tracao_viga = as_tracao_viga + as_compressao_viga - - as_total_viga = as_tracao_viga + as_compressao_viga - - as_sobre_apoio_viga = as_tracao_viga/3 - - area_secao_viga = bw_viga * h_viga - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_max_viga = (4/100)*area_secao_viga*100 - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - print('momento_lim_viga: ',momento_lim_viga) - print('momento_2_viga: ',momento_2_viga) - print('as_compressao_viga: ',as_compressao_viga) - print('as_tracao_viga: ',as_tracao_viga) - - - #------------------------------------------ saida de dados -------------------------------------------------- - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - self.lineEdit_26.setText(str(round(momento_lim_viga, ndigits=5))) - self.lineEdit_19.setText(str(round(momento_2_viga, ndigits=5))) - - self.lineEdit_22.setText(str(round(as_compressao_viga, ndigits=5))) - self.lineEdit_28.setText(str(round(as_tracao_viga, ndigits=5))) - self.lineEdit_23.setText(str(round(as_sobre_apoio_viga, ndigits=5))) - self.lineEdit_24.setText(str(round(as_pele, ndigits=5))) - self.lineEdit_38.setText(str(round(as_total_viga, ndigits=2))) - self.lineEdit_25.setText(str(round(as_max_viga, ndigits=2))) - self.lineEdit_29.setText(str(round(as_min_viga, ndigits=2))) - #------------------------------------------ ------------- -------------------------------------------------- - - if as_total_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_total_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - global info_viga - info_viga = [str(as_tracao_viga),str(bw_viga),str(h_viga),str(d_viga),str(1.9)] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def limpar_vigas(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_21.setText('0') - - self.lineEdit_6.setText('') - self.lineEdit_7.setText('') - self.lineEdit_8.setText('') - self.lineEdit_9.setText('') - self.lineEdit_10.setText('') - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - - self.lineEdit_15.setText('0') - self.lineEdit_16.setText('0') - self.lineEdit_17.setText('0') - self.lineEdit_27.setText('0') - - self.lineEdit_36.setText('') - self.lineEdit_18.setText('') - self.lineEdit_26.setText('') - self.lineEdit_19.setText('') - self.lineEdit_22.setText('') - self.lineEdit_28.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_38.setText('') - self.lineEdit_25.setText('') - self.lineEdit_29.setText('') - - self.lineEdit_30.setText('') - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - self.lineEdit_37.setText('') - -tabela_bitolas_ferro = [ - [6.3, 31.17], - [8, 50.26], - [10, 78.53], - [12.5, 122.71], - [16, 201.06], - [20, 314.15], - [25, 490.87], - [32, 804.24], - [40, 1256.63] - ] - -#info_viga = ['95','12','45','40','1.9'] -#info_viga = [As,bw,h,d,agregado] - -class Detalhar_viga(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('detalhamento_vigas_alt.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Vigas - Detalhamento') - self.setFixedSize(845,600) - - - def load_signals(self): - print('inicializado') - self.pushButton.clicked.connect(self.calcular_area) - #self.pushButton.clicked.connect(self.calcular_estribos) - self.pushButton_2.clicked.connect(self.limpar_detalhamento) - self.pushButton_3.clicked.connect(self.recuperarValores) - - - #pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) - - self.widget.setTitle('nº barras/Bitola') - self.widget.showGrid(x=True,y=True,alpha=1) - - #if '0' not in info_viga: - # self.recuperarValores() - - def calcular_estribos(self): - vsw = self.lineEdit_14.text() - fyk_estribo = self.comboBox_2.currentText() - tramos = self.lineEdit_15.text() - - if (vsw != '0' and tramos != '0'): - vsw = float(self.lineEdit_14.text()) - bitola_estribo = float(self.comboBox.currentText()) - fyk_estribo = float(self.comboBox_2.currentText()) - tramos = float(self.lineEdit_15.text()) - d = float(self.lineEdit_13.text()) - - espass_horizontal = info_viga_cortante[1] - - area_bitola = (3.14*((bitola_estribo/1000)**2)/4) - - print(vsw) - print(bitola_estribo) - print(tramos) - print(fyk_estribo) - print(area_bitola) - - - s_estribo = ((tramos * area_bitola * 0.9 * (d/100) * (fyk_estribo*100000/1.15))/vsw*1000)/100 - s_estribo = round(s_estribo, ndigits=3) - - if s_estribo < espass_horizontal: - self.lineEdit.setText(str(espass_horizontal)) - else: - self.lineEdit.setText(str(s_estribo)) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes para o cálculo dos Estribos!") - - - def recuperarValores(self): - area_aco = info_viga[0] - base = info_viga[1] - altura = info_viga[2] - d = info_viga[3] - d_agreg = info_viga[4] - - vsw = info_viga_cortante[0] - - self.lineEdit_11.setText(area_aco) - self.lineEdit_10.setText(base) - self.lineEdit_9.setText(altura) - self.lineEdit_12.setText(d_agreg) - self.lineEdit_13.setText(d) - self.lineEdit_14.setText(vsw) - - def calcular_area(self): - area_aco = self.lineEdit_11.text() - base = self.lineEdit_10.text() - altura = self.lineEdit_9.text() - d_agreg = self.lineEdit_12.text() - d = self.lineEdit_13.text() - - if (area_aco != '0' and base != '0' and altura != '0' and d_agreg != '0' and d != '0'): - - self.widget.clear() - area_aco = float(self.lineEdit_11.text()) - base = float(self.lineEdit_10.text()) - altura = float(self.lineEdit_9.text()) - cobrimento = float(self.comboBox_3.currentText()) - bitola_estribo = float(self.comboBox.currentText()) - x = [] - y = [] - z = [] - cont = 0 - for i in tabela_bitolas_ferro: - n_barras = float(area_aco/i[1]) - print('bitola: ',i[0],' - nº barras: ',n_barras) - - self.tableWidget.setItem(cont,2, QTableWidgetItem(str(round(n_barras, ndigits=2)))) - self.tableWidget.setItem(cont,3, QTableWidgetItem(str(round(n_barras +0.5)+1))) - - x.append(i[0]) - y.append(round(n_barras +0.5)+1) - - bitola = x[cont] - n_barras = (round(n_barras +0.5)+1) - - espass_horizontal = (round(base - 2*(cobrimento+bitola_estribo/10) - n_barras*(bitola/10), ndigits=2))/(n_barras-1) - - z.append(round(espass_horizontal,ndigits=2)) - self.tableWidget.setItem(cont,4, QTableWidgetItem(str(espass_horizontal))) - - print('base:',base) - print('cobrimento:',cobrimento) - print('bitola_estribo:',bitola_estribo) - print('n_barras:',n_barras) - - cont +=1 - - #print(x) - #print(y) - #print(z) - - self.widget.plot(x=x,y=y,pen=(3)) - - self.calcular_espacamentos() - self.calcular_estribos() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def calcular_espacamentos(self): - bitola = float(self.comboBox_4.currentText()) - d_agreg = float(self.lineEdit_12.text()) - - s_horizontal = max(2, (bitola/10), 1.2*d_agreg) - s_vertical = max(2, (bitola/10), 0.5*d_agreg) - - #------------------------------- saida de dados ---------------------------------- - self.lineEdit_7.setText(str(s_horizontal)) - self.lineEdit_8.setText(str(s_vertical)) - - def limpar_detalhamento(self): - self.widget.clear() - self.lineEdit_11.setText(str('0')) - self.lineEdit_9.setText(str('0')) - self.lineEdit_10.setText(str('0')) - self.lineEdit_7.setText(str('0')) - self.lineEdit_8.setText(str('0')) - - - -class Tabela_Bitolas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('bitolas_ferros.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - - self.setWindowTitle('Navier - Tabela de Bitolas') - self.setFixedSize(456,372) - - -global pilares_info -pilares_info = [0,0,0,0] - -global pilares_info_aco -pilares_info_aco = [0, 0, 0, 0, 0, 0, 0] - -class Pilares(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('pilares_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Pilares') - self.setFixedSize(997,670) - - def load_signals(self): - print('pilares carregado') - self.cont_x = 0 - self.cont_y = 0 - - self.pushButton_6.clicked.connect(self.calcular_pilares) - self.pushButton_7.clicked.connect(self.limpar_pilares) - - self.pushButton.clicked.connect(self.gerar_envoltoria) - self.pushButton_3.clicked.connect(lambda: pilares_areas_aco.show()) - - - def calcular_pilares(self): - x_pilar = self.lineEdit.text() - y_pilar = self.lineEdit_2.text() - altura_pilar = self.lineEdit_3.text() - altura_lance = self.lineEdit_4.text() - - nk_pilar = self.lineEdit_5.text() - momento_x_topo = self.lineEdit_6.text() - momento_x_base = self.lineEdit_7.text() - momento_y_topo = self.lineEdit_8.text() - momento_y_base = self.lineEdit_9.text() - - - if (x_pilar != '0' and y_pilar != '0' and altura_pilar != '0' and altura_lance != '0' and nk_pilar != '0'): - fck_pilar = float(self.comboBox_3.currentText()) - fcd_pilar = fck_pilar/1.4 - fyk_pilar = float(self.comboBox_4.currentText()) - fyd_pilar = fyk_pilar/1.15 - cobrimento_pilar = float(self.comboBox_5.currentText()) - - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - altura_pilar = float(self.lineEdit_3.text()) - altura_lance = float(self.lineEdit_4.text()) - - nk_pilar = float(self.lineEdit_5.text()) - momento_x_topo = float(self.lineEdit_6.text()) - momento_x_base = float(self.lineEdit_7.text()) - momento_y_topo = float(self.lineEdit_8.text()) - momento_y_base = float(self.lineEdit_9.text()) - - area_secao_pilar = (x_pilar/100)*(y_pilar/100) - - #nd_pilar = (nk_pilar + ((x_pilar/100)*(y_pilar/100)*altura_pilar*25)) * 1.4 - nd_pilar = (nk_pilar) * 1.4 - md_x_topo = 1.4 * momento_x_topo - md_x_base = 1.4 * momento_x_base - md_y_topo = 1.4 * momento_y_topo - md_y_base = 1.4 * momento_y_base - - - tipo_apoio_x = 'AA' - - if momento_x_topo == 0 and momento_x_base == 0 and momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'intermediario' - elif momento_x_topo == 0 and momento_x_base == 0: - self.tipo_pilar = 'extremidade-x' - elif momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'extremidade-y' - else: - self.tipo_pilar = 'canto' - - - self.lineEdit_13.setText(str(round(md_x_topo, ndigits=5))) - self.lineEdit_14.setText(str(round(md_x_base, ndigits=5))) - self.lineEdit_22.setText(str(round(md_y_topo, ndigits=5))) - self.lineEdit_28.setText(str(round(md_y_base, ndigits=5))) - - #-Eixo-X---------------------------------------------------------------------- - b = y_pilar - h = x_pilar - - m_a = max(md_x_topo, md_x_base) - m_b = min(md_x_topo, md_x_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-x': - alfa_b_x = 1.0 - else: - alfa_b_x = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_x < 0.4: - alfa_b_x = 0.4 - - #excen_min_x = (1.5+0.03*h) - momento_min_x = (nd_pilar *(1.5+0.03*h))/100 - excen_min_x = momento_min_x/nd_pilar - - if md_x_topo < momento_min_x: - md_x_topo = momento_min_x - print('momento topo - mínimo') - alfa_b_x = 1.0 - if md_x_base < momento_min_x: - md_x_base = momento_min_x - print('momento base - mínimo') - alfa_b_x = 1.0 - - compr_efetivo_x = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_x): - compr_efetivo_x = altura_lance*100 - - excen_x_acidental = compr_efetivo_x/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_x_topo,md_x_base,momento_min_x)/nd_pilar)/h - - lambda_pilar_x = 3.46 * (compr_efetivo_x/h) - lambda_pilar_x_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_x - if lambda_pilar_x_limite < 35: - lambda_pilar_x_limite = 35 - - excen_2_x = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_x = nd_pilar * (excen_2_x/100) - - if lambda_pilar_x > lambda_pilar_x_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - md2_x_relativo = nd_pilar * (excen_2/100) - else: - md2_x_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_x_intermediario = alfa_b_x * max(abs(md_x_topo), abs(md_x_base), abs(momento_min_x)) + md2_x_relativo - #msd_x_intermediario = alfa_b_x * abs(momento_min_x) + md2_x_relativo - - mi_x = msd_x_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_x = cobrimento_pilar/h - - - #-Eixo-Y---------------------------------------------------------------------- - h = y_pilar - b = x_pilar - - m_a = max(md_y_topo, md_y_base) - m_b = min(md_y_topo, md_y_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-y': - alfa_b_y = 1.0 - else: - alfa_b_y = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_y < 0.4: - alfa_b_y = 0.4 - - momento_min_y = (nd_pilar *(1.5+0.03*h))/100 - excen_min_y = momento_min_y/nd_pilar - - if md_y_topo < momento_min_y: - md_y_topo = momento_min_y - print('momento topo - mínimo') - alfa_b_y = 1.0 - if md_y_base < momento_min_y: - md_y_base = momento_min_y - print('momento base - mínimo') - alfa_b_y = 1.0 - - compr_efetivo_y = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_y): - compr_efetivo_y = altura_lance*100 - - excen_y_acidental = compr_efetivo_y/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_y_topo,md_y_base,momento_min_y)/nd_pilar)/h - - lambda_pilar_y = 3.46 * (compr_efetivo_y/h) - lambda_pilar_y_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_y - if lambda_pilar_y_limite < 35: - lambda_pilar_y_limite = 35 - - excen_2_y = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_y = nd_pilar * (excen_2_y/100) - - if lambda_pilar_y > lambda_pilar_y_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - md2_y_relativo = nd_pilar * (excen_2/100) - else: - md2_y_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_y_intermediario = alfa_b_y * max(abs(md_y_topo), abs(md_y_base), abs(momento_min_y)) + md2_y_relativo - #msd_y_intermediario = alfa_b_y * abs(momento_min_y) + md2_y_relativo - - mi_y = msd_y_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_y = cobrimento_pilar/h - - - #--------------------------------------------- saida de dados --------------------------------------------- - self.lineEdit_10.setText(str(round(nd_pilar, ndigits=4))) - self.lineEdit_11.setText(str(round(area_secao_pilar, ndigits=4))) - self.lineEdit_12.setText(str(round(v_0, ndigits=4))) - - self.lineEdit_15.setText(str(round(momento_min_x, ndigits=5))) - self.lineEdit_16.setText(str(round(excen_min_x*100, ndigits=5))) - self.lineEdit_17.setText(str(round(lambda_pilar_x, ndigits=5))) - self.lineEdit_18.setText(str(round(lambda_pilar_x_limite, ndigits=5))) - self.lineEdit_19.setText(str(round(excen_2_x, ndigits=5))) - self.lineEdit_20.setText(str(round(md2_x, ndigits=5))) - self.lineEdit_21.setText(str(round(msd_x_intermediario, ndigits=5))) - - self.lineEdit_24.setText(str(round(momento_min_y, ndigits=5))) - self.lineEdit_25.setText(str(round(excen_min_y*100, ndigits=5))) - self.lineEdit_26.setText(str(round(lambda_pilar_y, ndigits=5))) - self.lineEdit_23.setText(str(round(lambda_pilar_y_limite, ndigits=5))) - self.lineEdit_30.setText(str(round(excen_2_y, ndigits=5))) - self.lineEdit_29.setText(str(round(md2_y, ndigits=5))) - self.lineEdit_27.setText(str(round(msd_y_intermediario, ndigits=5))) - - self.lineEdit_31.setText(str(round(mi_x, ndigits=2))) - self.lineEdit_32.setText(str(round(mi_y, ndigits=2))) - self.lineEdit_33.setText(str(round(delta_x, ndigits=2))) - self.lineEdit_34.setText(str(round(delta_y, ndigits=2))) - - global pilares_info - pilares_info = [msd_x_intermediario, msd_y_intermediario, momento_min_x, momento_min_y] - - if md2_x_relativo == 0: - self.label_39.setText('não considera 2º ordem') - else: - self.label_39.setText('considera 2º ordem') - - if md2_y_relativo == 0: - self.label_44.setText('não considera 2º ordem') - else: - self.label_44.setText('considera 2º ordem') - - - if self.tipo_pilar == 'intermediario': - self.label.setText('PILAR INTERMEDIÁRIO') - elif (self.tipo_pilar == 'extremidade-x') or (self.tipo_pilar == 'extremidade-y'): - self.label.setText('PILAR DE EXTREMIDADE') - else: - self.label.setText('PILAR DE CANTO') - - global pilares_info_aco - pilares_info_aco = [mi_x, delta_x, mi_y, delta_y, fck_pilar, area_secao_pilar, nk_pilar] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def gerar_envoltoria(self): - msd_x_intermediario = pilares_info[0] - msd_y_intermediario = pilares_info[1] - momento_min_x = pilares_info[2] - momento_min_y = pilares_info[3] - - x = [] - y = [] - for i in range(360): - theta = i - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = momento_min_y * seno - - cosseno = math.cos(theta_conv) - cosseno = momento_min_x * cosseno - - x.append(seno) - y.append(cosseno) - - z = [] - w = [] - for j in range(360): - theta = j - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = msd_y_intermediario * seno - - cosseno = math.cos(theta_conv) - cosseno = msd_x_intermediario * cosseno - - z.append(seno) - w.append(cosseno) - - # create plot - '''plt = pg.plot(x, y, title='theTitle', pen='r') - plt.showGrid(x=True,y=True) - ''' - # create plot - plt = pg.plot() - plt.clear() - plt.showGrid(x=True,y=True) - plt.addLegend() - plt.setTitle('Envoltória de Momentos') - - - # set properties - plt.setLabel('left', 'Momentos Y', units='KN.m') - plt.setLabel('bottom', 'Momentos X', units='KN.m') - plt.setXRange(0,10) - plt.setYRange(0,20) - - - plt.enableAutoRange() - plt.setWindowTitle('pyqtgraph plot') - # plot - c1 = plt.plot(x, y, pen='r', name='Envoltória Momentos min') - c2 = plt.plot(z, w, pen='b', name='Envoltória Momentos máx') - - - - def limpar_pilares(self): - print('limpar') - self.comboBox_3.setCurrentIndex(0) - self.comboBox_4.setCurrentIndex(0) - self.comboBox_5.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('0') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - - self.lineEdit_10.setText('') - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - self.lineEdit_27.setText('') - self.lineEdit_28.setText('') - self.lineEdit_29.setText('') - self.lineEdit_30.setText('') - - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - - - - -class Pilar_area_aco(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('pilares_areas_aco.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Pilares - Áreas de Aço') - self.setFixedSize(484,300) - - self.pushButton_4.setIcon(QtGui.QIcon('./btn_flexaosimples.png')) - self.pushButton_4.setIconSize(QtCore.QSize(50,60)) - self.pushButton_5.setIcon(QtGui.QIcon('./btn_flexaocomposta.png')) - self.pushButton_5.setIconSize(QtCore.QSize(50,60)) - - def load_signals(self): - print('inicializado') - self.pushButton_2.clicked.connect(self.calcular_area_aco) - self.pushButton.clicked.connect(self.recuperar_dados) - self.pushButton_3.clicked.connect(self.limpar) - self.pushButton_4.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_normal)) - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_obliqua)) - - def recuperar_dados(self): - self.lineEdit_2.setText(str(round(pilares_info_aco[0], ndigits=2))) - self.lineEdit_3.setText(str(round(pilares_info_aco[1], ndigits=2))) - self.lineEdit_5.setText(str(round(pilares_info_aco[2], ndigits=2))) - self.lineEdit_6.setText(str(round(pilares_info_aco[3], ndigits=2))) - self.lineEdit_12.setText(str(round(pilares_info_aco[4], ndigits=2))) - self.lineEdit_13.setText(str(round(pilares_info_aco[5], ndigits=2))) - self.lineEdit_14.setText(str(round(pilares_info_aco[6], ndigits=2))) - - def calcular_area_aco(self): - fck = float(self.lineEdit_12.text()) - fcd = fck/1.4 - fyd = 500/1.15 - area_concreto = float(self.lineEdit_13.text()) - nk = float(self.lineEdit_14.text()) - nd = 1.4 * nk - - mi_x = float(self.lineEdit_2.text()) - delta_x = float(self.lineEdit_3.text()) - - mi_y = float(self.lineEdit_5.text()) - delta_y = float(self.lineEdit_6.text()) - - omega_x = float(self.lineEdit_4.text()) - omega_y = float(self.lineEdit_7.text()) - - as_x = (omega_x * (area_concreto*1000000) * fcd)/fyd - as_y = (omega_y * (area_concreto*1000000) * fcd)/fyd - - as_x = round(as_x, ndigits=3) - as_y = round(as_y, ndigits=3) - - as_pilar_min = 0.15 * (nd/fyd) - if as_pilar_min < (0.004*area_concreto*100000): - as_pilar_min = round((0.004*area_concreto*100000), ndigits=3) - - as_pilar_max = round((0.08*area_concreto*1000000), ndigits=3) - - #-------------------------------------- saída de dados ---------------------------------------------------- - self.lineEdit_8.setText(str(as_x)) - self.lineEdit_9.setText(str(as_y)) - self.lineEdit_10.setText(str(as_pilar_max)) - self.lineEdit_11.setText(str(as_pilar_min)) - - def teste(self): - print('teste') - - def limpar(self): - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('1') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('1') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - - - -class Lajes(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('lajes_alt.ui',self) - - self.lado1 = 'livre' - self.lado2 = 'livre' - self.lado3 = 'livre' - self.lado4 = 'livre' - self.label_37.hide() - self.label_38.hide() - self.label_40.hide() - self.label_41.hide() - global caso - caso = '1' - global lx_lage - lx_lage = 'l_menor' - self.lineEdit.setReadOnly(True) - - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Lajes') - self.setFixedSize(1245,587) - - - def load_signals(self): - print('lajes iniciado') - self.pushButton.clicked.connect(self.estado_l1) - self.pushButton_2.clicked.connect(self.estado_l2) - self.pushButton_3.clicked.connect(self.estado_l3) - self.pushButton_4.clicked.connect(self.estado_l4) - self.pushButton.clicked.connect(self.situacao_laje) - self.pushButton_2.clicked.connect(self.situacao_laje) - self.pushButton_3.clicked.connect(self.situacao_laje) - self.pushButton_4.clicked.connect(self.situacao_laje) - - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(tabela_marcus)) - self.pushButton_6.clicked.connect(self.calcular_laje) - self.pushButton_7.clicked.connect(self.limpar_lajes) - - self.toolButton.clicked.connect(self.revelar_carg_acidental) - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - def teste(self): - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - def revelar_carg_acidental(self): - print('oi--') - carga_adicional.show() - - def estado_l1(self): - if self.lado1 == 'livre': - self.lado1 = 'engastado' - pixmap = QPixmap('./engv.png') - self.pushButton.setIcon(QIcon(pixmap)) - else: - self.lado1 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - def estado_l2(self): - if self.lado2 == 'livre': - self.lado2 = 'engastado' - pixmap = QPixmap('./engh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - else: - self.lado2 = 'livre' - pixmap = QPixmap('./livh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - - def estado_l3(self): - if self.lado3 == 'livre': - self.lado3 = 'engastado' - pixmap = QPixmap('./engh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - else: - self.lado3 = 'livre' - pixmap = QPixmap('./livh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - - def estado_l4(self): - if self.lado4 == 'livre': - self.lado4 = 'engastado' - pixmap = QPixmap('./engv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - else: - self.lado4 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - def situacao_laje(self): - l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - l4 = self.lado4 - - cota_v1 = self.label_37 - cota_v2 = self.label_40 - cota_h1 = self.label_38 - cota_h2 = self.label_41 - - if (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre'): - global caso - caso = '1' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - global lx_lage - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '2' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') : - caso = '2' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') or (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado'): - caso = '3' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '4' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '4' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado'): - caso = '5' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '5' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado'): - caso = '6' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - else: - caso='ainda não existe, não sei como você chegou até aqui srsrrsrsrsrsrs' - - - print(caso) - self.lineEdit_6.setText(str(caso)) - - def calcular_laje(self): - lado_maior = float(self.lineEdit_3.text()) - lado_menor = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - - self.lineEdit_7.setText('') - self.lineEdit_9.setText('') - self.lineEdit_8.setText('') - self.lineEdit_10.setText('') - self.lineEdit_16.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - if lado_maior != 0 and lado_menor != 0 and espes != 0 and d != 0: - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - carreg_adicional = float(self.lineEdit_2.text()) - #fck_laje = float(self.comboBox.currentText()) - #fcd_laje = fck_laje/1.4 - #fyk_laje = float(self.comboBox_2.currentText()) - #fyd_laje = fyk_laje/1.15 - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - carreg_total = pp + carreg_adicional - #print(caso) - #print(lx_lage) - #---------------------------------- cálculo do Lx baseado no caso do tipo de situação da laje ----------------- - global lx - global lambda_laje - if lx_lage == 'l_menor': - lx = lado2 - lambda_laje = round((lado1/lado2),ndigits=2) - elif lx_lage == 'l_maior': - lx = lado1 - lambda_laje = round((lado2/lado1),ndigits=2) - print(lx_lage) - - - #---------------------------------- definição se a laje é unidirecional ou bidirecional baseado no lambda ----------------- - global tipo_laje - if float(lambda_laje) > 2.001: - tipo_laje = 'UNIDIRECIONAL' - self.laje_unidirecional(carreg_total) - else: - tipo_laje = 'BIDIRECIONAL' - #self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") - - mx = my = nx = ny = '' - - if caso == '1': - caso1 = marcus_caso1 - linhas = len(caso1) - colunas = len(caso1[0]) - - for i in range(linhas): - aux = caso1[i][0] - if lambda_laje == aux: - print(caso1[i]) - mx = caso1[i][2] - my = caso1[i][3] - - print('mx: ',mx) - print('my: ',my) - - if caso == '2': - caso2 = marcus_caso2 - linhas = len(caso2) - colunas = len(caso2[0]) - - for i in range(linhas): - aux = caso2[i][0] - if lambda_laje == aux: - print(caso2[i]) - mx = caso2[i][2] - nx = caso2[i][3] - my = caso2[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '3': - caso3 = marcus_caso3 - linhas = len(caso3) - colunas = len(caso3[0]) - - for i in range(linhas): - aux = caso3[i][0] - if lambda_laje == aux: - print(caso3[i]) - mx = caso3[i][2] - nx = caso3[i][3] - my = caso3[i][4] - ny = caso3[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '4': - caso4 = marcus_caso4 - linhas = len(caso4) - colunas = len(caso4[0]) - - for i in range(linhas): - aux = caso4[i][0] - if lambda_laje == aux: - print(caso4[i]) - mx = caso4[i][2] - nx = caso4[i][3] - my = caso4[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '5': - caso5 = marcus_caso5 - linhas = len(caso5) - colunas = len(caso5[0]) - - for i in range(linhas): - aux = caso5[i][0] - if lambda_laje == aux: - print(caso5[i]) - mx = caso5[i][2] - nx = caso5[i][3] - my = caso5[i][4] - ny = caso5[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '6': - caso6 = marcus_caso6 - linhas = len(caso6) - colunas = len(caso6[0]) - - for i in range(linhas): - aux = caso6[i][0] - if lambda_laje == aux: - print(caso6[i]) - mx = caso6[i][2] - nx = caso6[i][3] - my = caso6[i][4] - ny = caso6[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - print(lx) - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - - - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def laje_unidirecional(self,carreg_total): - - self.lado1 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - self.lado4 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - print('unidirecional') - #l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - #l4 = self.lado4 - l1 = l4 = 'livre' - print(carreg_total) - if (l2 == 'livre' and l3 == 'livre'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_ll2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/8 - momento_neg_y = 0 - elif (l2 == 'engastado' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_ee2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/24 - momento_neg_y = (carreg_total * (lx**2))/12 - elif (l2 == 'engastado' and l3 == 'livre') or (l2 == 'livre' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_le2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/14.2 - momento_neg_y = (carreg_total * (lx**2))/8 - - print('momento_pos_y: ',momento_pos_y) - print('momento_neg_y: ',momento_neg_y) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - momento_neg_y = round(momento_neg_y,ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def resultados_laje(self): - fck_laje = float(self.comboBox.currentText()) - fcd_laje = fck_laje/1.4 - fyk_laje = float(self.comboBox_2.currentText()) - fyd_laje = fyk_laje/1.15 - espes = float(self.lineEdit_5.text()) - - area_concreto_laje = round(((espes/100)*1000000),ndigits=4) - - ro_armad_minima = 0 - if fck_laje == 20: - ro_armad_minima = 0.15/100 - elif fck_laje == 25: - ro_armad_minima = 0.15/100 - elif fck_laje == 30: - ro_armad_minima = 0.15/100 - elif fck_laje == 35: - ro_armad_minima = 0.164/100 - elif fck_laje == 40: - ro_armad_minima = 0.179/100 - - armad_max_laje = (0.4/100)*area_concreto_laje - armad_neg_min = ro_armad_minima*area_concreto_laje - armad_pos_cruz = round(0.67*(ro_armad_minima*area_concreto_laje), ndigits=2) - armad_princ_unid = ro_armad_minima*area_concreto_laje - armad_secnd_unid = max((0.2*armad_princ_unid), (90), (0.5*(ro_armad_minima*area_concreto_laje))) - - - mx = self.lineEdit_13.text() - if mx == '': - self.lineEdit_13.setText('0') - - my = self.lineEdit_15.text() - if my == '': - self.lineEdit_15.setText('0') - - nx = self.lineEdit_14.text() - if nx == '': - self.lineEdit_14.setText('0') - - ny = self.lineEdit_16.text() - if ny == '': - self.lineEdit_16.setText('0') - - fck_laje = float(self.comboBox.currentText()) - fyk_laje = float(self.comboBox_2.currentText()) - fcd_laje = fck_laje* 1000000/1.4 - fyd_laje = fyk_laje* 1000000/1.15 - d_laje = float(self.lineEdit_27.text()) - espes = float(self.lineEdit_5.text()) - - #------------------------------------------enxerto----------------------- - - mx = float(self.lineEdit_13.text()) - my = float(self.lineEdit_15.text()) - nx = float(self.lineEdit_14.text()) - ny = float(self.lineEdit_16.text()) - #print('mx: ',mx) - #print('nx: ',nx) - #print('my: ',my) - #print('ny: ',ny) - mk_x = mx - mk_y = my - - nk_x = nx - nk_y = ny - - - md_x = round(1.4 * mk_x, ndigits = 4) - kmd_x_laje = (md_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje = (1 - math.sqrt(1 - 2*kmd_x_laje))/0.8 - kz_x_laje = 1 - 0.4 * kx_x_laje - - as_x_laje = (md_x * 1000/ (kz_x_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_x: ', md_x) - print('kmd_x_laje: ', kmd_x_laje) - print('kx_x_laje: ', kx_x_laje) - print('kz_x_laje: ', kz_x_laje) - print('as_x_laje: ', as_x_laje) - - md_y = round(1.4 * mk_y, ndigits = 4) - kmd_y_laje = (md_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje = (1 - math.sqrt(1 - 2*kmd_y_laje))/0.8 - kz_y_laje = 1 - 0.4 * kx_y_laje - - as_y_laje = (md_y * 1000/ (kz_y_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_y: ', md_y) - print('kmd_y_laje: ', kmd_y_laje) - print('kx_y_laje: ', kx_y_laje) - print('kz_y_laje: ', kz_y_laje) - print('as_y_laje: ', as_y_laje) - - - nd_x = round(1.4 * nk_x, ndigits = 4) - kmd_x_laje_n = (nd_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje_n = (1 - math.sqrt(1 - 2*kmd_x_laje_n))/0.8 - kz_x_laje_n = 1 - 0.4 * kx_x_laje_n - - as_x_laje_n = (nd_x * 1000/ (kz_x_laje_n * (d_laje/100) * fyd_laje))*1000000 - - - nd_y = round(1.4 * nk_y, ndigits = 4) - kmd_y_laje_n = (nd_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje_n = (1 - math.sqrt(1 - 2*kmd_y_laje_n))/0.8 - kz_y_laje_n = 1 - 0.4 * kx_y_laje_n - - as_y_laje_n = (nd_x * 1000/ (kz_y_laje_n * (d_laje/100) * fyd_laje))*1000000 - - #------------------------------------------ saida de dados ------------------------------------ - kmd_x_laje = self.truncar(kmd_x_laje) - kx_x_laje = self.truncar(kx_x_laje) - kz_x_laje = self.truncar(kz_x_laje) - as_x_laje = self.truncar(as_x_laje) - - kmd_y_laje = self.truncar(kmd_y_laje) - kx_y_laje = self.truncar(kx_y_laje) - kz_y_laje = self.truncar(kz_y_laje) - as_y_laje = self.truncar(as_y_laje) - - - self.lineEdit_17.setText(str(md_x)) - self.lineEdit_18.setText(str(kmd_x_laje)) - self.lineEdit_19.setText(str(kx_x_laje)) - self.lineEdit_20.setText(str(kz_x_laje)) - self.lineEdit_21.setText(str(as_x_laje)) - - self.lineEdit_22.setText(str(md_y)) - self.lineEdit_24.setText(str(kmd_y_laje)) - self.lineEdit_25.setText(str(kx_y_laje)) - self.lineEdit_26.setText(str(kz_y_laje)) - self.lineEdit_23.setText(str(as_y_laje)) - - - self.lineEdit_38.setText(str(area_concreto_laje)) - self.lineEdit_39.setText(str(ro_armad_minima*100)) - self.lineEdit_42.setText(str(armad_max_laje)) - self.lineEdit_40.setText(str(armad_neg_min)) - self.lineEdit_41.setText(str(armad_pos_cruz)) - self.lineEdit_43.setText(str(armad_princ_unid)) - self.lineEdit_44.setText(str(armad_secnd_unid)) - - if tipo_laje == 'UNIDIRECIONAL': - self.label_44.setText('Distribuição') - if float(as_y_laje) < armad_princ_unid: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - if tipo_laje == 'BIDIRECIONAL': - if float(as_x_laje) < armad_pos_cruz: - self.label_44.setText('Mínima') - else: - self.label_44.setText('') - - if float(as_y_laje) < armad_pos_cruz: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - def limpar_lajes(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_27.setText('0') - - self.lineEdit_7.setText('') - self.lineEdit_8.setText('') - self.lineEdit_9.setText('') - self.lineEdit_10.setText('') - - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_38.setText('') - self.lineEdit_39.setText('') - self.lineEdit_42.setText('') - self.lineEdit_40.setText('') - self.lineEdit_41.setText('') - self.lineEdit_43.setText('') - self.lineEdit_44.setText('') - - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - - - -class Carga_Adicional(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - - self.ui = loadUi('lajes_carg_adicional_atualizada.ui',self) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Cargas Adicionais') - self.setFixedSize(649,504) - - - -class Sapatas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('sapatas_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Sapatas') - self.setFixedSize(946,574) - - def load_signals(self): - print('sapatas carregado') - self.pushButton_6.clicked.connect(self.calcular_sapata) - self.pushButton_7.clicked.connect(self.limpar_sapatas) - self.pushButton.clicked.connect(self.gerar_dim_sapata) - - def arredondar_cinco(self, numero): - numero = round(numero, ndigits=2) - numero = 100*numero - resto = numero%5 - while resto != 0: - numero += 1 - resto = numero%5 - print('numero:',numero,' - resto: ',resto) - - numero = numero/100 - return numero - - def calcular_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - base_y_sapata = float(self.lineEdit_10.text()) - base_x_sapata = float(self.lineEdit_9.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0 and base_y_sapata != 0 and base_x_sapata != 0 and h_total != 0 and h_0 != 0): - if (x_sapata < 0.6 or y_sapata < 0.6): - QMessageBox.about(self, "Erro de Entrada", "As sapatas não podem apresentar lados menores de 60 cm, conforme a NBR 6122") - else: - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - if h_total < h_mincis: - h_total = h_mincis - - braco_alavanca_sapata = h_total - 0.05 - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - - #h0 = round(h0a, ndigits=2) - #if h0a < h0b: - # h0 = round(h0b, ndigits=2) - - volume_concreto_sapata = (h_total-h_0)/(3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar))+x_sapata*y_sapata*h_0) - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_mincis * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_mincis * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - #print('h0: ',h0) - print('h_total',h_total) - print('-------------------------------------\n') - - #-------------------------------------- saida dos dados -------------------------------------------------- - self.lineEdit_11.setText(str(h_total)) - #self.lineEdit_12.setText(str(h0)) - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - - def gerar_dim_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0): - - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - y_sapata = 0.5*(y_pilar - x_pilar) + math.sqrt(0.25*((y_pilar - x_pilar)**2)+area_sapata) - - x_sapata = area_sapata/y_sapata - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - print(x_sapata,'<--------------------------------------------------') - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - x_sapata = self.arredondar_cinco(x_sapata) - y_sapata = self.arredondar_cinco(y_sapata) - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_total = h_rig_x - if h_total < h_rig_y: - h_total = h_rig_y - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - h_mincis = round(h_mincis, ndigits=4) - - if h_total < h_mincis: - h_total = h_mincis - - h_total = self.arredondar_cinco(h_total) - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - h0_prerrogativo = h_total/3 - tangente_angulo = math.tan(angulo_dissp_sapata) - h0 = round(h0a, ndigits=2) - if h0a < h0b: - h0 = round(h0b, ndigits=2) - elif h0b < h0_prerrogativo: - h0 = h0_prerrogativo - if h0 < 0.25: - h0 = 0.25 - h0 = self.arredondar_cinco(h0) - - volume_concreto_sapata = ((h_total-h0)/3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar)))+(x_sapata*y_sapata*h0) - - braco_alavanca_sapata = h_total - 0.05 - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_total * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_total * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - print('h0: ',h0) - print('tangente_angulo: ',tangente_angulo) - print('----------') - print('h_total: ',h_total) - print('tracao_x_sapata: ',tracao_x_sapata) - print('tracao_y_sapata: ',tracao_y_sapata) - print('as_x_sapata: ',as_x_sapata) - print('as_y_sapata: ',as_y_sapata) - print('taxa_aco_sapata: ',taxa_aco_sapata) - print('as_x_min_laje: ',as_x_min_laje) - print('as_y_min_laje: ',as_y_min_laje) - print('-------------------------------------\n') - #------------------------------ saida de dados --------------------------------------------- - self.lineEdit_9.setText(str(y_sapata)) - self.lineEdit_10.setText(str(x_sapata)) - self.lineEdit_15.setText(str(area_sapata)) - - self.lineEdit_11.setText(str(round(h_total, ndigits=4))) - self.lineEdit_12.setText(str(round(h0, ndigits=4))) - - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def limpar_sapatas(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - - self.lineEdit_35.setText('0') - self.lineEdit_13.setText('1.1') - self.spinBox.setValue(30) - - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - self.lineEdit_27.setText('') - self.lineEdit_28.setText('') - - self.lineEdit_14.setText('') - self.lineEdit_29.setText('') - self.lineEdit_30.setText('') - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - -#---------------------------------------------- Janelas Adicionais ---------------------------------------------------- - - -class Tabela_Classe_Agressividade(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('class_agres.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Classes de Agressividade e Cobrimentos Mínimos') - self.setFixedSize(579, 520) - - def load_signals(self): - print('inicializado') - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - - self.tableWidget.setSpan(0, 0, 1, 4) - - header_2 = self.tableWidget_2.horizontalHeader() - header_2.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(3, QtWidgets.QHeaderView.ResizeToContents) - - self.tableWidget_2.setSpan(0, 0, 2, 1) - self.tableWidget_2.setSpan(0, 1, 2, 1) - self.tableWidget_2.setSpan(0, 3, 2, 1) - - self.tableWidget_2.setSpan(3, 0, 2, 1) - self.tableWidget_2.setSpan(3, 1, 2, 1) - self.tableWidget_2.setSpan(3, 3, 2, 1) - - self.tableWidget_2.setSpan(5, 0, 2, 1) - self.tableWidget_2.setSpan(5, 1, 2, 1) - self.tableWidget_2.setSpan(5, 3, 2, 1) - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Inicio() - vigas = Vigas() - detalhar_vigas = Detalhar_viga() - pilares = Pilares() - pilares_areas_aco = Pilar_area_aco() - #pilares.show() - #vigas.show() - lajes = Lajes() - #lajes.show() - sapatas = Sapatas() - #sapatas.show() - carga_adicional = Carga_Adicional() - tabela_classe_agressividade = Tabela_Classe_Agressividade() - tabela_bitolas = Tabela_Bitolas() - - app.exec_() \ No newline at end of file diff --git a/inicial_new_1.py b/inicial_new_1.py deleted file mode 100644 index 2b1fbbd..0000000 --- a/inicial_new_1.py +++ /dev/null @@ -1,2355 +0,0 @@ - - -import sys -import os -import math - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox, QTableWidget, QTableWidgetItem -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -import pyqtgraph as pg - - -import marcus - -tabela_marcus = 'tabela_marcus.pdf' -abaco_normal = 'abaco_normal.pdf' -abaco_obliqua = 'abaco_obliqua.pdf' - - -class Inicio(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = None - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('inicio_alt.ui',self) - self.label.setStyleSheet("Background-Color: #ddebff;") - - self.setWindowTitle('Navier - inicio') - - self.pushButton.setIcon(QtGui.QIcon('./btn_inicio_vigas.png')) - self.pushButton.setIconSize(QtCore.QSize(52,52)) - self.pushButton_3.setIcon(QtGui.QIcon('./btn_inicio_pilares.png')) - self.pushButton_3.setIconSize(QtCore.QSize(42,42)) - self.pushButton_9.setIcon(QtGui.QIcon('./btn_inicio_lajes.png')) - self.pushButton_9.setIconSize(QtCore.QSize(42,42)) - self.pushButton_11.setIcon(QtGui.QIcon('./btn_inicio_fundacoes.png')) - self.pushButton_11.setIconSize(QtCore.QSize(45,45)) - - - self.label_5.setStyleSheet("Background-Color: #ddebff;") - self.label_10.setStyleSheet("Background-Color: #ddebff;") - self.label_9.setStyleSheet("Background-Color: #ddebff;") - self.label_11.setStyleSheet("Background-Color: #ddebff;") - - self.pushButton_2.setIcon(QtGui.QIcon('./btn_caa.png')) - self.pushButton_2.setIconSize(QtCore.QSize(45,45)) - self.pushButton_5.setIcon(QtGui.QIcon('./btn_cadicional.png')) - self.pushButton_5.setIconSize(QtCore.QSize(45,45)) - self.pushButton_6.setIcon(QtGui.QIcon('./btn_tabbitolas.png')) - self.pushButton_6.setIconSize(QtCore.QSize(45,45)) - self.pushButton_7.setIcon(QtGui.QIcon('./btn_tabmarcus.png')) - self.pushButton_7.setIconSize(QtCore.QSize(45,45)) - self.pushButton_8.setIcon(QtGui.QIcon('./btn_flexaosimples.png')) - self.pushButton_8.setIconSize(QtCore.QSize(45,45)) - self.pushButton_23.setIcon(QtGui.QIcon('./btn_flexaocomposta.png')) - self.pushButton_23.setIconSize(QtCore.QSize(45,45)) - - self.label_21.setToolTip('Brunel - programa de cálculo e verificação de perfis metálicos para perfis brasileiros') - self.label_22.setToolTip('EngTool - aplicação mobile para cálculo de vigas de concreto armado') - - self.setFixedSize(570, 450) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.show() - - - def load_signals(self): - self.pushButton.clicked.connect(self.iniciar_vigas) - self.pushButton_3.clicked.connect(self.iniciar_pilares) - self.pushButton_9.clicked.connect(self.iniciar_lajes) - self.pushButton_11.clicked.connect(self.iniciar_fundacoes) - - self.pushButton_2.clicked.connect(self.iniciar_classe_agressividade) - self.pushButton_5.clicked.connect(self.iniciar_carga_adicional) - self.pushButton_6.clicked.connect(self.iniciar_tabela_bitolas) - - self.pushButton_7.clicked.connect(lambda: self.abrirTabelaAuxiliar(tabela_marcus)) - self.pushButton_23.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_normal)) - self.pushButton_8.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_obliqua)) - - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - def iniciar_vigas(self): - print('vigas') - vigas.show() - def iniciar_pilares(self): - print('pilares') - pilares.show() - def iniciar_lajes(self): - print('lajes') - lajes.show() - def iniciar_fundacoes(self): - print('fundações') - sapatas.show() - #--------------------------- forms complementares ----------------------------- - def iniciar_carga_adicional(self): - print('carga adicional') - carga_adicional.show() - def iniciar_tabela_bitolas(self): - print('carga adicional') - tabela_bitolas.show() - def iniciar_classe_agressividade(self): - print('classe de agressividade') - tabela_classe_agressividade.show() - - - -class Vigas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('vigas_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Vigas') - self.setFixedSize(860, 620) - - def load_signals(self): - print('viga carregado') - self.pushButton.clicked.connect(lambda: self.stackedWidget.setCurrentIndex(1)) - self.pushButton_2.clicked.connect(lambda: self.stackedWidget.setCurrentIndex(0)) - self.pushButton_3.clicked.connect(lambda: detalhar_vigas.show()) - - self.pushButton_6.clicked.connect(self.calcular_viga_index) - self.pushButton_7.clicked.connect(self.limpar_vigas) - - self.radioButton.clicked.connect(lambda: self.lineEdit_35.setText('0.450')) - self.radioButton_2.clicked.connect(lambda: self.lineEdit_35.setText('0.628')) - - - def calcular_viga_index(self): - aux = self.stackedWidget.currentIndex() #retorn o indice do stackedwidget e indica se o cálculo é de simples ou dupla - #aux == 0 (Simples), aux == 1 (Dupla) - if aux == 1: - self.calcular_viga_simples() - else: - self.calcular_viga_dupla() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def calcular_viga_cortante(self): - aux = self.stackedWidget.currentIndex() - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - - if aux == 1: - bw_viga = float(self.lineEdit_3.text()) - h_viga = float(self.lineEdit_4.text()) - d_viga = float(self.lineEdit_5.text()) - - else: - bw_viga = float(self.lineEdit_15.text()) - h_viga = float(self.lineEdit_16.text()) - d_viga = float(self.lineEdit_17.text()) - - - theta_transversal = 45 - alfa_transversal = 90 - if self.radioButton_4.isChecked(): - theta_transversal = self.spinBox.value() - - theta_transversal = (theta_transversal/180)*math.pi - alfa_transversal = (alfa_transversal/180)*math.pi - - fator_cotangentes_transversal = ((math.cos(alfa_transversal)/math.sin(alfa_transversal))) + ((math.cos(theta_transversal)/math.sin(theta_transversal))) - fator_cotangentes_transversal = 1 - - vsd = vk_viga * 1.4 - vrd2 = 0.27 * (1-(fck_viga/250)) * (bw_viga/100) * fcd_viga * (d_viga/100) *(math.sin(2*theta_transversal))*fator_cotangentes_transversal * 1000 - print('VSD: ',vsd) - print('VRD2: ',vrd2) - - if vrd2 < vsd: - QMessageBox.about(self, "Alerta", "A seção de concreto não permite gerar bielas resistentes à compressão. Reveja as dimensões da viga ou esforços de cálculo para a estrutura.") - else: - vc_0 = 0.09*(fck_viga**(2/3))*(bw_viga/100)*(d_viga/100)*1000 - if self.radioButton_4.isChecked(): - vc_0 = vc_0*((vrd2 - vsd)/(vrd2 - vc_0)) - - vsw = vsd - vc_0 - - #as_transversal = (vsw/(0.9*(d_viga/100)*fyd_viga*fator_cotangentes_transversal*math.sin(alfa_transversal)))*1000 - as_transversal = (vsw/(0.9*(d_viga/100)*fyd_viga)*math.tan(theta_transversal))*1000 - - taxa_aco_cortante_retangular = 0.2*(0.3*fck_viga**(2/3))/fyk_viga - - as_min_transversal = ((bw_viga*10)*taxa_aco_cortante_retangular)*1000 # para deixar em mm² - - print('vk_viga: ',vk_viga) - print('vsd: ',vsd) - print('vrd2: ',vrd2) - print('vc_0: ',vc_0) - print('vsw: ',vsw) - print('as_transversal: ',as_transversal) - print('taxa_aco_cortante_retangular: ',taxa_aco_cortante_retangular) - print('as_min_transversal',as_min_transversal) - - #------------------------------------------- saida de dados -------------------------------------------------- - self.lineEdit_30.setText(str(round(vk_viga*1.4, ndigits=4))) - self.lineEdit_31.setText(str(round(vrd2, ndigits=4))) - self.lineEdit_32.setText(str(round(vc_0, ndigits=4))) - self.lineEdit_33.setText(str(round(vsw, ndigits=4))) - - self.lineEdit_34.setText(str(round(as_transversal, ndigits=4))) - self.lineEdit_37.setText(str(round(as_min_transversal, ndigits=4))) - - - if (vsd <= 0.67*vrd2): - espass_maximo = 30 - else: - espass_maximo = 20 - - global info_viga_cortante - info_viga_cortante = [str(vsw), espass_maximo] - - - - def calcular_viga_simples(self): - mk_viga = self.lineEdit.text() - vk_viga = self.lineEdit_2.text() - bw_viga = self.lineEdit_3.text() - h_viga = self.lineEdit_4.text() - d_viga = self.lineEdit_5.text() - - if (mk_viga != '0' and vk_viga != '0' and bw_viga != '0' and h_viga != '0' and d_viga != '0'): - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - bw_viga = float(self.lineEdit_3.text()) - h_viga = float(self.lineEdit_4.text()) - d_viga = float(self.lineEdit_5.text()) - - d_linha_viga = h_viga - d_viga - self.lineEdit_21.setText(str(round(d_linha_viga, ndigits=2))) - area_secao_viga = bw_viga * h_viga - - kmd_viga = (mk_viga * 1.4 * 1000)/((bw_viga/100) * ((d_viga/100)**2) * (0.85*fcd_viga*1000000)) - if kmd_viga >0.5: - QMessageBox.about(self, "Alerta", "Os esforços especificados não são suportados pela seção de concreto analisada. Por favor altera as dimensões da seção da viga ou reveja os esforços de cálculo para a estrutura.") - else: - kx_viga = (1 - math.sqrt(1 - 2*kmd_viga))/0.8 - kz_viga = 1 - 0.4*kx_viga - as_viga = (mk_viga * 1.4 * 1000)/(kz_viga * (d_viga/100) * fyd_viga) - - as_sobre_apoio_viga = as_viga/3 - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - as_max_viga = (4/100)*area_secao_viga*100 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - if kx_viga < 0: - dominio_viga = 'Domínio 1' - elif kx_viga > 0 and kx_viga <0.259: - dominio_viga = 'Domínio 2' - elif kx_viga > 0.259 and kx_viga <0.45: - dominio_viga = 'Domínio 3 - Dúctil' - elif kx_viga > 0.45 and kx_viga <0.63: - dominio_viga = 'Domínio 3 - Não Dúctil' - elif (kx_viga > 0.628 and kx_viga <1): - dominio_viga = 'Domínio 4a' - elif (kx_viga > 0.438 and kx_viga <1) and (fyk_viga == 600): - dominio_viga = 'Domínio 4a' - else: - dominio_viga = 'Domínio 4b' - - kmd_viga = self.truncar(kmd_viga) - kx_viga = self.truncar(kx_viga) - kz_viga = self.truncar(kz_viga) - - print('kmd_viga: ',kmd_viga) - print('kx_viga: ',kx_viga) - print('kz_viga: ',kz_viga) - print('as_viga: ',as_viga) - print('as_sobre_apoio_viga: ',as_sobre_apoio_viga) - print('as_max_viga: ',as_max_viga) - print('as_min_viga',as_min_viga) - - #-------------------------------------- saida de dados ------------------------------------------------ - self.lineEdit_6.setText(str(round(mk_viga*1.4,ndigits=4))) - self.lineEdit_13.setText(dominio_viga) - self.lineEdit_7.setText(str(kmd_viga)) - self.lineEdit_8.setText(str(kx_viga)) - self.lineEdit_9.setText(str(kz_viga)) - - self.lineEdit_10.setText(str(round(as_viga,ndigits=4))) - self.lineEdit_11.setText(str(round(as_sobre_apoio_viga,ndigits=4))) - self.lineEdit_12.setText(str(round(as_pele,ndigits=4))) - self.lineEdit_14.setText(str(round(as_max_viga,ndigits=4))) - self.lineEdit_20.setText(str(round(as_min_viga,ndigits=4))) - - #------------------------------------------------------------------------------------------------- - if (dominio_viga == 'Domínio 4a') or (dominio_viga == 'Domínio 4b'): - QMessageBox.about(self, "Atenção", "Domínio de cálculo 4, recomenda-se utilizar, em seção retangular, armadura dupla ou seção tê para contenção dos esforços de compressão do concreto.") - - if as_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - global info_viga - info_viga = [str(as_viga),str(bw_viga),str(h_viga),str(d_viga),str(1.9)] - - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def calcular_viga_dupla(self): - mk_viga = self.lineEdit.text() - vk_viga = self.lineEdit_2.text() - bw_viga = self.lineEdit_15.text() - h_viga = self.lineEdit_16.text() - d_viga = self.lineEdit_17.text() - - if (mk_viga != '0' and vk_viga != '0' and bw_viga != '0' and h_viga != '0' and d_viga != '0'): - fck_viga = float(self.comboBox.currentText()) - fcd_viga = fck_viga/1.4 - fyk_viga = float(self.comboBox_2.currentText()) - fyd_viga = fyk_viga/1.15 - - mk_viga = float(self.lineEdit.text()) - vk_viga = float(self.lineEdit_2.text()) - bw_viga = float(self.lineEdit_15.text()) - h_viga = float(self.lineEdit_16.text()) - d_viga = float(self.lineEdit_17.text()) - - d_linha_viga = h_viga - d_viga - self.lineEdit_27.setText(str(round(d_linha_viga, ndigits=4))) - - xis_dominio = float(self.lineEdit_35.text()) - - d_min_viga = math.sqrt((mk_viga*1.4*1000)/((bw_viga/100) * (fcd_viga*1000000) * (0.68*xis_dominio - 0.272*(xis_dominio**2)))) - - x_lim_viga = xis_dominio * (d_viga/100) - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - - print('d_min_viga: ',d_min_viga) - print('x_lim_viga: ',x_lim_viga) - print('momento_lim_viga: ',momento_lim_viga) - - if d_min_viga < (h_viga/100): - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - QMessageBox.about(self, "Observação", "A altura atual da viga é maior que a altura útil mínima, calcule como simplesmente armada") - - else: - - momento_lim_viga = 0.68 * (bw_viga/100) * (fcd_viga*1000) * x_lim_viga*((d_viga/100) - 0.4*x_lim_viga) - momento_2_viga = (mk_viga*1.4) - momento_lim_viga - - as_compressao_viga = (momento_2_viga * 1000)/(((d_viga/100) - (d_linha_viga/100))*(fyd_viga)) - #as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*x_lim_viga)*(d_viga/100)*fyd_viga)) - as_tracao_viga = ((momento_lim_viga * 1000)/((1 - 0.4*xis_dominio)*(d_viga/100)*fyd_viga)) - - as_tracao_viga = as_tracao_viga + as_compressao_viga - - as_total_viga = as_tracao_viga + as_compressao_viga - - as_sobre_apoio_viga = as_tracao_viga/3 - - area_secao_viga = bw_viga * h_viga - if h_viga >= 60: - as_pele = (0.1/100)*area_secao_viga*100 - else: - as_pele = 0 - - if fck_viga == 20: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 25: - taxa_aco_viga_retangular = 0.15/100 - elif fck_viga == 30: - taxa_aco_viga_retangular = 0.173/100 - elif fck_viga == 35: - taxa_aco_viga_retangular = 0.201/100 - elif fck_viga == 40: - taxa_aco_viga_retangular = 0.203/100 - elif fck_viga == 45: - taxa_aco_viga_retangular = 0.259/100 - elif fck_viga == 50: - taxa_aco_viga_retangular = 0.288/100 - - as_max_viga = (4/100)*area_secao_viga*100 - as_min_viga = taxa_aco_viga_retangular * area_secao_viga*100 - - - print('momento_lim_viga: ',momento_lim_viga) - print('momento_2_viga: ',momento_2_viga) - print('as_compressao_viga: ',as_compressao_viga) - print('as_tracao_viga: ',as_tracao_viga) - - - #------------------------------------------ saida de dados -------------------------------------------------- - self.lineEdit_36.setText(str(round(d_min_viga, ndigits=5))) - self.lineEdit_18.setText(str(round(x_lim_viga, ndigits=5))) - self.lineEdit_26.setText(str(round(momento_lim_viga, ndigits=5))) - self.lineEdit_19.setText(str(round(momento_2_viga, ndigits=5))) - - self.lineEdit_22.setText(str(round(as_compressao_viga, ndigits=5))) - self.lineEdit_28.setText(str(round(as_tracao_viga, ndigits=5))) - self.lineEdit_23.setText(str(round(as_sobre_apoio_viga, ndigits=5))) - self.lineEdit_24.setText(str(round(as_pele, ndigits=5))) - self.lineEdit_38.setText(str(round(as_total_viga, ndigits=2))) - self.lineEdit_25.setText(str(round(as_max_viga, ndigits=2))) - self.lineEdit_29.setText(str(round(as_min_viga, ndigits=2))) - #------------------------------------------ ------------- -------------------------------------------------- - - if as_total_viga > as_max_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada superior a Área Máxima especificada para a seção da viga.") - if as_total_viga < as_min_viga: - QMessageBox.about(self, "Atenção", "Área Total calculada inferior a Área Mínima especificada para a seção da viga.") - - self.calcular_viga_cortante() - - global info_viga - info_viga = [str(as_tracao_viga),str(bw_viga),str(h_viga),str(d_viga),str(1.9)] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def limpar_vigas(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_21.setText('0') - - self.lineEdit_6.setText('') - self.lineEdit_7.setText('') - self.lineEdit_8.setText('') - self.lineEdit_9.setText('') - self.lineEdit_10.setText('') - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - - self.lineEdit_15.setText('0') - self.lineEdit_16.setText('0') - self.lineEdit_17.setText('0') - self.lineEdit_27.setText('0') - - self.lineEdit_36.setText('') - self.lineEdit_18.setText('') - self.lineEdit_26.setText('') - self.lineEdit_19.setText('') - self.lineEdit_22.setText('') - self.lineEdit_28.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_38.setText('') - self.lineEdit_25.setText('') - self.lineEdit_29.setText('') - - self.lineEdit_30.setText('') - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - self.lineEdit_37.setText('') - -tabela_bitolas_ferro = [ - [6.3, 31.17], - [8, 50.26], - [10, 78.53], - [12.5, 122.71], - [16, 201.06], - [20, 314.15], - [25, 490.87], - [32, 804.24], - [40, 1256.63] - ] - -#info_viga = ['95','12','45','40','1.9'] -#info_viga = [As,bw,h,d,agregado] - -class Detalhar_viga(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('detalhamento_vigas_alt.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Vigas - Detalhamento') - self.setFixedSize(845,600) - - - def load_signals(self): - print('inicializado') - self.pushButton.clicked.connect(self.calcular_area) - #self.pushButton.clicked.connect(self.calcular_estribos) - self.pushButton_2.clicked.connect(self.limpar_detalhamento) - self.pushButton_3.clicked.connect(self.recuperarValores) - - - #pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) - - self.widget.setTitle('nº barras/Bitola') - self.widget.showGrid(x=True,y=True,alpha=1) - - #if '0' not in info_viga: - # self.recuperarValores() - - def calcular_estribos(self): - vsw = self.lineEdit_14.text() - fyk_estribo = self.comboBox_2.currentText() - tramos = self.lineEdit_15.text() - - if (vsw != '0' and tramos != '0'): - vsw = float(self.lineEdit_14.text()) - bitola_estribo = float(self.comboBox.currentText()) - fyk_estribo = float(self.comboBox_2.currentText()) - tramos = float(self.lineEdit_15.text()) - d = float(self.lineEdit_13.text()) - - espass_horizontal = info_viga_cortante[1] - - area_bitola = (3.14*((bitola_estribo/1000)**2)/4) - - print(vsw) - print(bitola_estribo) - print(tramos) - print(fyk_estribo) - print(area_bitola) - - - s_estribo = ((tramos * area_bitola * 0.9 * (d/100) * (fyk_estribo*100000/1.15))/vsw*1000)/100 - s_estribo = round(s_estribo, ndigits=3) - - if s_estribo < espass_horizontal: - self.lineEdit.setText(str(espass_horizontal)) - else: - self.lineEdit.setText(str(s_estribo)) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes para o cálculo dos Estribos!") - - - def recuperarValores(self): - area_aco = info_viga[0] - base = info_viga[1] - altura = info_viga[2] - d = info_viga[3] - d_agreg = info_viga[4] - - vsw = info_viga_cortante[0] - - self.lineEdit_11.setText(area_aco) - self.lineEdit_10.setText(base) - self.lineEdit_9.setText(altura) - self.lineEdit_12.setText(d_agreg) - self.lineEdit_13.setText(d) - self.lineEdit_14.setText(vsw) - - def calcular_area(self): - area_aco = self.lineEdit_11.text() - base = self.lineEdit_10.text() - altura = self.lineEdit_9.text() - d_agreg = self.lineEdit_12.text() - d = self.lineEdit_13.text() - - if (area_aco != '0' and base != '0' and altura != '0' and d_agreg != '0' and d != '0'): - - self.widget.clear() - area_aco = float(self.lineEdit_11.text()) - base = float(self.lineEdit_10.text()) - altura = float(self.lineEdit_9.text()) - cobrimento = float(self.comboBox_3.currentText()) - bitola_estribo = float(self.comboBox.currentText()) - x = [] - y = [] - z = [] - cont = 0 - for i in tabela_bitolas_ferro: - n_barras = float(area_aco/i[1]) - print('bitola: ',i[0],' - nº barras: ',n_barras) - - self.tableWidget.setItem(cont,2, QTableWidgetItem(str(round(n_barras, ndigits=2)))) - self.tableWidget.setItem(cont,3, QTableWidgetItem(str(round(n_barras +0.5)+1))) - - x.append(i[0]) - y.append(round(n_barras +0.5)+1) - - bitola = x[cont] - n_barras = (round(n_barras +0.5)+1) - - espass_horizontal = (round(base - 2*(cobrimento+bitola_estribo/10) - n_barras*(bitola/10), ndigits=2))/(n_barras-1) - - z.append(round(espass_horizontal,ndigits=2)) - self.tableWidget.setItem(cont,4, QTableWidgetItem(str(espass_horizontal))) - - print('base:',base) - print('cobrimento:',cobrimento) - print('bitola_estribo:',bitola_estribo) - print('n_barras:',n_barras) - - cont +=1 - - #print(x) - #print(y) - #print(z) - - self.widget.plot(x=x,y=y,pen=(3)) - - self.calcular_espacamentos() - self.calcular_estribos() - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - def calcular_espacamentos(self): - bitola = float(self.comboBox_4.currentText()) - d_agreg = float(self.lineEdit_12.text()) - - s_horizontal = max(2, (bitola/10), 1.2*d_agreg) - s_vertical = max(2, (bitola/10), 0.5*d_agreg) - - #------------------------------- saida de dados ---------------------------------- - self.lineEdit_7.setText(str(s_horizontal)) - self.lineEdit_8.setText(str(s_vertical)) - - def limpar_detalhamento(self): - self.widget.clear() - self.lineEdit_11.setText(str('0')) - self.lineEdit_9.setText(str('0')) - self.lineEdit_10.setText(str('0')) - self.lineEdit_7.setText(str('0')) - self.lineEdit_8.setText(str('0')) - - - -class Tabela_Bitolas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('bitolas_ferros.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - - self.setWindowTitle('Navier - Tabela de Bitolas') - self.setFixedSize(456,372) - - -global pilares_info -pilares_info = [0,0,0,0] - -global pilares_info_aco -pilares_info_aco = [0, 0, 0, 0, 0, 0, 0] - -class Pilares(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('pilares_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Pilares') - self.setFixedSize(997,670) - - def load_signals(self): - print('pilares carregado') - self.cont_x = 0 - self.cont_y = 0 - - self.pushButton_6.clicked.connect(self.calcular_pilares) - self.pushButton_7.clicked.connect(self.limpar_pilares) - - self.pushButton.clicked.connect(self.gerar_envoltoria) - self.pushButton_3.clicked.connect(lambda: pilares_areas_aco.show()) - - - def calcular_pilares(self): - x_pilar = self.lineEdit.text() - y_pilar = self.lineEdit_2.text() - altura_pilar = self.lineEdit_3.text() - altura_lance = self.lineEdit_4.text() - - nk_pilar = self.lineEdit_5.text() - momento_x_topo = self.lineEdit_6.text() - momento_x_base = self.lineEdit_7.text() - momento_y_topo = self.lineEdit_8.text() - momento_y_base = self.lineEdit_9.text() - - - if (x_pilar != '0' and y_pilar != '0' and altura_pilar != '0' and altura_lance != '0' and nk_pilar != '0'): - fck_pilar = float(self.comboBox_3.currentText()) - fcd_pilar = fck_pilar/1.4 - fyk_pilar = float(self.comboBox_4.currentText()) - fyd_pilar = fyk_pilar/1.15 - cobrimento_pilar = float(self.comboBox_5.currentText()) - - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - altura_pilar = float(self.lineEdit_3.text()) - altura_lance = float(self.lineEdit_4.text()) - - nk_pilar = float(self.lineEdit_5.text()) - momento_x_topo = float(self.lineEdit_6.text()) - momento_x_base = float(self.lineEdit_7.text()) - momento_y_topo = float(self.lineEdit_8.text()) - momento_y_base = float(self.lineEdit_9.text()) - - area_secao_pilar = (x_pilar/100)*(y_pilar/100) - - #nd_pilar = (nk_pilar + ((x_pilar/100)*(y_pilar/100)*altura_pilar*25)) * 1.4 - nd_pilar = (nk_pilar) * 1.4 - md_x_topo = 1.4 * momento_x_topo - md_x_base = 1.4 * momento_x_base - md_y_topo = 1.4 * momento_y_topo - md_y_base = 1.4 * momento_y_base - - - tipo_apoio_x = 'AA' - - if momento_x_topo == 0 and momento_x_base == 0 and momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'intermediario' - elif momento_x_topo == 0 and momento_x_base == 0: - self.tipo_pilar = 'extremidade-x' - elif momento_y_topo == 0 and momento_y_base == 0: - self.tipo_pilar = 'extremidade-y' - else: - self.tipo_pilar = 'canto' - - - self.lineEdit_13.setText(str(round(md_x_topo, ndigits=5))) - self.lineEdit_14.setText(str(round(md_x_base, ndigits=5))) - self.lineEdit_22.setText(str(round(md_y_topo, ndigits=5))) - self.lineEdit_28.setText(str(round(md_y_base, ndigits=5))) - - #-Eixo-X---------------------------------------------------------------------- - b = y_pilar - h = x_pilar - - m_a = max(md_x_topo, md_x_base) - m_b = min(md_x_topo, md_x_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-x': - alfa_b_x = 1.0 - else: - alfa_b_x = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_x < 0.4: - alfa_b_x = 0.4 - - #excen_min_x = (1.5+0.03*h) - momento_min_x = (nd_pilar *(1.5+0.03*h))/100 - excen_min_x = momento_min_x/nd_pilar - - if md_x_topo < momento_min_x: - md_x_topo = momento_min_x - print('momento topo - mínimo') - alfa_b_x = 1.0 - if md_x_base < momento_min_x: - md_x_base = momento_min_x - print('momento base - mínimo') - alfa_b_x = 1.0 - - compr_efetivo_x = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_x): - compr_efetivo_x = altura_lance*100 - - excen_x_acidental = compr_efetivo_x/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_x_topo,md_x_base,momento_min_x)/nd_pilar)/h - - lambda_pilar_x = 3.46 * (compr_efetivo_x/h) - lambda_pilar_x_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_x - if lambda_pilar_x_limite < 35: - lambda_pilar_x_limite = 35 - - excen_2_x = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_x = nd_pilar * (excen_2_x/100) - - if lambda_pilar_x > lambda_pilar_x_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - md2_x_relativo = nd_pilar * (excen_2/100) - else: - md2_x_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_x_intermediario = alfa_b_x * max(abs(md_x_topo), abs(md_x_base), abs(momento_min_x)) + md2_x_relativo - #msd_x_intermediario = alfa_b_x * abs(momento_min_x) + md2_x_relativo - - mi_x = msd_x_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_x = cobrimento_pilar/h - - - #-Eixo-Y---------------------------------------------------------------------- - h = y_pilar - b = x_pilar - - m_a = max(md_y_topo, md_y_base) - m_b = min(md_y_topo, md_y_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-y': - alfa_b_y = 1.0 - else: - alfa_b_y = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_y < 0.4: - alfa_b_y = 0.4 - - momento_min_y = (nd_pilar *(1.5+0.03*h))/100 - excen_min_y = momento_min_y/nd_pilar - - if md_y_topo < momento_min_y: - md_y_topo = momento_min_y - print('momento topo - mínimo') - alfa_b_y = 1.0 - if md_y_base < momento_min_y: - md_y_base = momento_min_y - print('momento base - mínimo') - alfa_b_y = 1.0 - - compr_efetivo_y = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_y): - compr_efetivo_y = altura_lance*100 - - excen_y_acidental = compr_efetivo_y/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_y_topo,md_y_base,momento_min_y)/nd_pilar)/h - - lambda_pilar_y = 3.46 * (compr_efetivo_y/h) - lambda_pilar_y_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_y - if lambda_pilar_y_limite < 35: - lambda_pilar_y_limite = 35 - - excen_2_y = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_y = nd_pilar * (excen_2_y/100) - - if lambda_pilar_y > lambda_pilar_y_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - md2_y_relativo = nd_pilar * (excen_2/100) - else: - md2_y_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_y_intermediario = alfa_b_y * max(abs(md_y_topo), abs(md_y_base), abs(momento_min_y)) + md2_y_relativo - #msd_y_intermediario = alfa_b_y * abs(momento_min_y) + md2_y_relativo - - mi_y = msd_y_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_y = cobrimento_pilar/h - - - #--------------------------------------------- saida de dados --------------------------------------------- - self.lineEdit_10.setText(str(round(nd_pilar, ndigits=4))) - self.lineEdit_11.setText(str(round(area_secao_pilar, ndigits=4))) - self.lineEdit_12.setText(str(round(v_0, ndigits=4))) - - self.lineEdit_15.setText(str(round(momento_min_x, ndigits=5))) - self.lineEdit_16.setText(str(round(excen_min_x*100, ndigits=5))) - self.lineEdit_17.setText(str(round(lambda_pilar_x, ndigits=5))) - self.lineEdit_18.setText(str(round(lambda_pilar_x_limite, ndigits=5))) - self.lineEdit_19.setText(str(round(excen_2_x, ndigits=5))) - self.lineEdit_20.setText(str(round(md2_x, ndigits=5))) - self.lineEdit_21.setText(str(round(msd_x_intermediario, ndigits=5))) - - self.lineEdit_24.setText(str(round(momento_min_y, ndigits=5))) - self.lineEdit_25.setText(str(round(excen_min_y*100, ndigits=5))) - self.lineEdit_26.setText(str(round(lambda_pilar_y, ndigits=5))) - self.lineEdit_23.setText(str(round(lambda_pilar_y_limite, ndigits=5))) - self.lineEdit_30.setText(str(round(excen_2_y, ndigits=5))) - self.lineEdit_29.setText(str(round(md2_y, ndigits=5))) - self.lineEdit_27.setText(str(round(msd_y_intermediario, ndigits=5))) - - self.lineEdit_31.setText(str(round(mi_x, ndigits=2))) - self.lineEdit_32.setText(str(round(mi_y, ndigits=2))) - self.lineEdit_33.setText(str(round(delta_x, ndigits=2))) - self.lineEdit_34.setText(str(round(delta_y, ndigits=2))) - - global pilares_info - pilares_info = [msd_x_intermediario, msd_y_intermediario, momento_min_x, momento_min_y] - - if md2_x_relativo == 0: - self.label_39.setText('não considera 2º ordem') - else: - self.label_39.setText('considera 2º ordem') - - if md2_y_relativo == 0: - self.label_44.setText('não considera 2º ordem') - else: - self.label_44.setText('considera 2º ordem') - - - if self.tipo_pilar == 'intermediario': - self.label.setText('PILAR INTERMEDIÁRIO') - elif (self.tipo_pilar == 'extremidade-x') or (self.tipo_pilar == 'extremidade-y'): - self.label.setText('PILAR DE EXTREMIDADE') - else: - self.label.setText('PILAR DE CANTO') - - global pilares_info_aco - pilares_info_aco = [mi_x, delta_x, mi_y, delta_y, fck_pilar, area_secao_pilar, nk_pilar] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def gerar_envoltoria(self): - msd_x_intermediario = pilares_info[0] - msd_y_intermediario = pilares_info[1] - momento_min_x = pilares_info[2] - momento_min_y = pilares_info[3] - - x = [] - y = [] - for i in range(360): - theta = i - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = momento_min_y * seno - - cosseno = math.cos(theta_conv) - cosseno = momento_min_x * cosseno - - x.append(seno) - y.append(cosseno) - - z = [] - w = [] - for j in range(360): - theta = j - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = msd_y_intermediario * seno - - cosseno = math.cos(theta_conv) - cosseno = msd_x_intermediario * cosseno - - z.append(seno) - w.append(cosseno) - - # create plot - '''plt = pg.plot(x, y, title='theTitle', pen='r') - plt.showGrid(x=True,y=True) - ''' - # create plot - plt = pg.plot() - plt.clear() - plt.showGrid(x=True,y=True) - plt.addLegend() - plt.setTitle('Envoltória de Momentos') - - - # set properties - plt.setLabel('left', 'Momentos Y', units='KN.m') - plt.setLabel('bottom', 'Momentos X', units='KN.m') - plt.setXRange(0,10) - plt.setYRange(0,20) - - - plt.enableAutoRange() - plt.setWindowTitle('pyqtgraph plot') - # plot - c1 = plt.plot(x, y, pen='r', name='Envoltória Momentos min') - c2 = plt.plot(z, w, pen='b', name='Envoltória Momentos máx') - - - - def limpar_pilares(self): - print('limpar') - self.comboBox_3.setCurrentIndex(0) - self.comboBox_4.setCurrentIndex(0) - self.comboBox_5.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('0') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - - self.lineEdit_10.setText('') - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - self.lineEdit_27.setText('') - self.lineEdit_28.setText('') - self.lineEdit_29.setText('') - self.lineEdit_30.setText('') - - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - - - - -class Pilar_area_aco(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('pilares_areas_aco.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Pilares - Áreas de Aço') - self.setFixedSize(484,300) - - self.pushButton_4.setIcon(QtGui.QIcon('./btn_flexaosimples.png')) - self.pushButton_4.setIconSize(QtCore.QSize(50,60)) - self.pushButton_5.setIcon(QtGui.QIcon('./btn_flexaocomposta.png')) - self.pushButton_5.setIconSize(QtCore.QSize(50,60)) - - def load_signals(self): - print('inicializado') - self.pushButton_2.clicked.connect(self.calcular_area_aco) - self.pushButton.clicked.connect(self.recuperar_dados) - self.pushButton_3.clicked.connect(self.limpar) - self.pushButton_4.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_normal)) - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(abaco_obliqua)) - - def recuperar_dados(self): - self.lineEdit_2.setText(str(round(pilares_info_aco[0], ndigits=2))) - self.lineEdit_3.setText(str(round(pilares_info_aco[1], ndigits=2))) - self.lineEdit_5.setText(str(round(pilares_info_aco[2], ndigits=2))) - self.lineEdit_6.setText(str(round(pilares_info_aco[3], ndigits=2))) - self.lineEdit_12.setText(str(round(pilares_info_aco[4], ndigits=2))) - self.lineEdit_13.setText(str(round(pilares_info_aco[5], ndigits=2))) - self.lineEdit_14.setText(str(round(pilares_info_aco[6], ndigits=2))) - - def calcular_area_aco(self): - fck = float(self.lineEdit_12.text()) - fcd = fck/1.4 - fyd = 500/1.15 - area_concreto = float(self.lineEdit_13.text()) - nk = float(self.lineEdit_14.text()) - nd = 1.4 * nk - - mi_x = float(self.lineEdit_2.text()) - delta_x = float(self.lineEdit_3.text()) - - mi_y = float(self.lineEdit_5.text()) - delta_y = float(self.lineEdit_6.text()) - - omega_x = float(self.lineEdit_4.text()) - omega_y = float(self.lineEdit_7.text()) - - as_x = (omega_x * (area_concreto*1000000) * fcd)/fyd - as_y = (omega_y * (area_concreto*1000000) * fcd)/fyd - - as_x = round(as_x, ndigits=3) - as_y = round(as_y, ndigits=3) - - as_pilar_min = 0.15 * (nd/fyd) - if as_pilar_min < (0.004*area_concreto*100000): - as_pilar_min = round((0.004*area_concreto*100000), ndigits=3) - - as_pilar_max = round((0.08*area_concreto*1000000), ndigits=3) - - #-------------------------------------- saída de dados ---------------------------------------------------- - self.lineEdit_8.setText(str(as_x)) - self.lineEdit_9.setText(str(as_y)) - self.lineEdit_10.setText(str(as_pilar_max)) - self.lineEdit_11.setText(str(as_pilar_min)) - - def teste(self): - print('teste') - - def limpar(self): - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('1') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('1') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - - - -class Lajes(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('lajes_alt.ui',self) - - self.lado1 = 'livre' - self.lado2 = 'livre' - self.lado3 = 'livre' - self.lado4 = 'livre' - self.label_37.hide() - self.label_38.hide() - self.label_40.hide() - self.label_41.hide() - global caso - caso = '1' - global lx_lage - lx_lage = 'l_menor' - self.lineEdit.setReadOnly(True) - - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Lajes') - self.setFixedSize(1245,587) - - - def load_signals(self): - print('lajes iniciado') - self.pushButton.clicked.connect(self.estado_l1) - self.pushButton_2.clicked.connect(self.estado_l2) - self.pushButton_3.clicked.connect(self.estado_l3) - self.pushButton_4.clicked.connect(self.estado_l4) - self.pushButton.clicked.connect(self.situacao_laje) - self.pushButton_2.clicked.connect(self.situacao_laje) - self.pushButton_3.clicked.connect(self.situacao_laje) - self.pushButton_4.clicked.connect(self.situacao_laje) - - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(tabela_marcus)) - self.pushButton_6.clicked.connect(self.calcular_laje) - self.pushButton_7.clicked.connect(self.limpar_lajes) - - self.toolButton.clicked.connect(self.revelar_carg_acidental) - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - def teste(self): - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - def revelar_carg_acidental(self): - print('oi--') - carga_adicional.show() - - def estado_l1(self): - if self.lado1 == 'livre': - self.lado1 = 'engastado' - pixmap = QPixmap('./engv.png') - self.pushButton.setIcon(QIcon(pixmap)) - else: - self.lado1 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - def estado_l2(self): - if self.lado2 == 'livre': - self.lado2 = 'engastado' - pixmap = QPixmap('./engh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - else: - self.lado2 = 'livre' - pixmap = QPixmap('./livh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - - def estado_l3(self): - if self.lado3 == 'livre': - self.lado3 = 'engastado' - pixmap = QPixmap('./engh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - else: - self.lado3 = 'livre' - pixmap = QPixmap('./livh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - - def estado_l4(self): - if self.lado4 == 'livre': - self.lado4 = 'engastado' - pixmap = QPixmap('./engv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - else: - self.lado4 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - def situacao_laje(self): - l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - l4 = self.lado4 - - cota_v1 = self.label_37 - cota_v2 = self.label_40 - cota_h1 = self.label_38 - cota_h2 = self.label_41 - - if (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre'): - global caso - caso = '1' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - global lx_lage - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '2' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') : - caso = '2' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') or (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado'): - caso = '3' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '4' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '4' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado'): - caso = '5' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '5' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado'): - caso = '6' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - else: - caso='ainda não existe, não sei como você chegou até aqui srsrrsrsrsrsrs' - - - print(caso) - self.lineEdit_6.setText(str(caso)) - - def calcular_laje(self): - lado_maior = float(self.lineEdit_3.text()) - lado_menor = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - - self.lineEdit_7.setText('') - self.lineEdit_9.setText('') - self.lineEdit_8.setText('') - self.lineEdit_10.setText('') - self.lineEdit_16.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - if lado_maior != 0 and lado_menor != 0 and espes != 0 and d != 0: - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - carreg_adicional = float(self.lineEdit_2.text()) - #fck_laje = float(self.comboBox.currentText()) - #fcd_laje = fck_laje/1.4 - #fyk_laje = float(self.comboBox_2.currentText()) - #fyd_laje = fyk_laje/1.15 - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - carreg_total = pp + carreg_adicional - #print(caso) - #print(lx_lage) - #---------------------------------- cálculo do Lx baseado no caso do tipo de situação da laje ----------------- - global lx - global lambda_laje - if lx_lage == 'l_menor': - lx = lado2 - lambda_laje = round((lado1/lado2),ndigits=2) - elif lx_lage == 'l_maior': - lx = lado1 - lambda_laje = round((lado2/lado1),ndigits=2) - print(lx_lage) - - - #---------------------------------- definição se a laje é unidirecional ou bidirecional baseado no lambda ----------------- - global tipo_laje - if float(lambda_laje) > 2.001: - tipo_laje = 'UNIDIRECIONAL' - self.laje_unidirecional(carreg_total) - else: - tipo_laje = 'BIDIRECIONAL' - #self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") - - mx = my = nx = ny = '' - - if caso == '1': - caso1 = marcus.caso1 - linhas = len(caso1) - colunas = len(caso1[0]) - - for i in range(linhas): - aux = caso1[i][0] - if lambda_laje == aux: - print(caso1[i]) - mx = caso1[i][2] - my = caso1[i][3] - - print('mx: ',mx) - print('my: ',my) - - if caso == '2': - caso2 = marcus.caso2 - linhas = len(caso2) - colunas = len(caso2[0]) - - for i in range(linhas): - aux = caso2[i][0] - if lambda_laje == aux: - print(caso2[i]) - mx = caso2[i][2] - nx = caso2[i][3] - my = caso2[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '3': - caso3 = marcus.caso3 - linhas = len(caso3) - colunas = len(caso3[0]) - - for i in range(linhas): - aux = caso3[i][0] - if lambda_laje == aux: - print(caso3[i]) - mx = caso3[i][2] - nx = caso3[i][3] - my = caso3[i][4] - ny = caso3[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '4': - caso4 = marcus.caso4 - linhas = len(caso4) - colunas = len(caso4[0]) - - for i in range(linhas): - aux = caso4[i][0] - if lambda_laje == aux: - print(caso4[i]) - mx = caso4[i][2] - nx = caso4[i][3] - my = caso4[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '5': - caso5 = marcus.caso5 - linhas = len(caso5) - colunas = len(caso5[0]) - - for i in range(linhas): - aux = caso5[i][0] - if lambda_laje == aux: - print(caso5[i]) - mx = caso5[i][2] - nx = caso5[i][3] - my = caso5[i][4] - ny = caso5[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '6': - caso6 = marcus.caso6 - linhas = len(caso6) - colunas = len(caso6[0]) - - for i in range(linhas): - aux = caso6[i][0] - if lambda_laje == aux: - print(caso6[i]) - mx = caso6[i][2] - nx = caso6[i][3] - my = caso6[i][4] - ny = caso6[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - print(lx) - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - - - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def laje_unidirecional(self,carreg_total): - - self.lado1 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - self.lado4 = 'livre' - pixmap = QPixmap('./livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - print('unidirecional') - #l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - #l4 = self.lado4 - l1 = l4 = 'livre' - print(carreg_total) - if (l2 == 'livre' and l3 == 'livre'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_ll2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/8 - momento_neg_y = 0 - elif (l2 == 'engastado' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_ee2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/24 - momento_neg_y = (carreg_total * (lx**2))/12 - elif (l2 == 'engastado' and l3 == 'livre') or (l2 == 'livre' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('./laje_unidirecional_le2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/14.2 - momento_neg_y = (carreg_total * (lx**2))/8 - - print('momento_pos_y: ',momento_pos_y) - print('momento_neg_y: ',momento_neg_y) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - momento_neg_y = round(momento_neg_y,ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def resultados_laje(self): - fck_laje = float(self.comboBox.currentText()) - fcd_laje = fck_laje/1.4 - fyk_laje = float(self.comboBox_2.currentText()) - fyd_laje = fyk_laje/1.15 - espes = float(self.lineEdit_5.text()) - - area_concreto_laje = round(((espes/100)*1000000),ndigits=4) - - ro_armad_minima = 0 - if fck_laje == 20: - ro_armad_minima = 0.15/100 - elif fck_laje == 25: - ro_armad_minima = 0.15/100 - elif fck_laje == 30: - ro_armad_minima = 0.15/100 - elif fck_laje == 35: - ro_armad_minima = 0.164/100 - elif fck_laje == 40: - ro_armad_minima = 0.179/100 - - armad_max_laje = (0.4/100)*area_concreto_laje - armad_neg_min = ro_armad_minima*area_concreto_laje - armad_pos_cruz = round(0.67*(ro_armad_minima*area_concreto_laje), ndigits=2) - armad_princ_unid = ro_armad_minima*area_concreto_laje - armad_secnd_unid = max((0.2*armad_princ_unid), (90), (0.5*(ro_armad_minima*area_concreto_laje))) - - - mx = self.lineEdit_13.text() - if mx == '': - self.lineEdit_13.setText('0') - - my = self.lineEdit_15.text() - if my == '': - self.lineEdit_15.setText('0') - - nx = self.lineEdit_14.text() - if nx == '': - self.lineEdit_14.setText('0') - - ny = self.lineEdit_16.text() - if ny == '': - self.lineEdit_16.setText('0') - - fck_laje = float(self.comboBox.currentText()) - fyk_laje = float(self.comboBox_2.currentText()) - fcd_laje = fck_laje* 1000000/1.4 - fyd_laje = fyk_laje* 1000000/1.15 - d_laje = float(self.lineEdit_27.text()) - espes = float(self.lineEdit_5.text()) - - #------------------------------------------enxerto----------------------- - - mx = float(self.lineEdit_13.text()) - my = float(self.lineEdit_15.text()) - nx = float(self.lineEdit_14.text()) - ny = float(self.lineEdit_16.text()) - #print('mx: ',mx) - #print('nx: ',nx) - #print('my: ',my) - #print('ny: ',ny) - mk_x = mx - mk_y = my - - nk_x = nx - nk_y = ny - - - md_x = round(1.4 * mk_x, ndigits = 4) - kmd_x_laje = (md_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje = (1 - math.sqrt(1 - 2*kmd_x_laje))/0.8 - kz_x_laje = 1 - 0.4 * kx_x_laje - - as_x_laje = (md_x * 1000/ (kz_x_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_x: ', md_x) - print('kmd_x_laje: ', kmd_x_laje) - print('kx_x_laje: ', kx_x_laje) - print('kz_x_laje: ', kz_x_laje) - print('as_x_laje: ', as_x_laje) - - md_y = round(1.4 * mk_y, ndigits = 4) - kmd_y_laje = (md_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje = (1 - math.sqrt(1 - 2*kmd_y_laje))/0.8 - kz_y_laje = 1 - 0.4 * kx_y_laje - - as_y_laje = (md_y * 1000/ (kz_y_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_y: ', md_y) - print('kmd_y_laje: ', kmd_y_laje) - print('kx_y_laje: ', kx_y_laje) - print('kz_y_laje: ', kz_y_laje) - print('as_y_laje: ', as_y_laje) - - - nd_x = round(1.4 * nk_x, ndigits = 4) - kmd_x_laje_n = (nd_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje_n = (1 - math.sqrt(1 - 2*kmd_x_laje_n))/0.8 - kz_x_laje_n = 1 - 0.4 * kx_x_laje_n - - as_x_laje_n = (nd_x * 1000/ (kz_x_laje_n * (d_laje/100) * fyd_laje))*1000000 - - - nd_y = round(1.4 * nk_y, ndigits = 4) - kmd_y_laje_n = (nd_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje_n = (1 - math.sqrt(1 - 2*kmd_y_laje_n))/0.8 - kz_y_laje_n = 1 - 0.4 * kx_y_laje_n - - as_y_laje_n = (nd_x * 1000/ (kz_y_laje_n * (d_laje/100) * fyd_laje))*1000000 - - #------------------------------------------ saida de dados ------------------------------------ - kmd_x_laje = self.truncar(kmd_x_laje) - kx_x_laje = self.truncar(kx_x_laje) - kz_x_laje = self.truncar(kz_x_laje) - as_x_laje = self.truncar(as_x_laje) - - kmd_y_laje = self.truncar(kmd_y_laje) - kx_y_laje = self.truncar(kx_y_laje) - kz_y_laje = self.truncar(kz_y_laje) - as_y_laje = self.truncar(as_y_laje) - - - self.lineEdit_17.setText(str(md_x)) - self.lineEdit_18.setText(str(kmd_x_laje)) - self.lineEdit_19.setText(str(kx_x_laje)) - self.lineEdit_20.setText(str(kz_x_laje)) - self.lineEdit_21.setText(str(as_x_laje)) - - self.lineEdit_22.setText(str(md_y)) - self.lineEdit_24.setText(str(kmd_y_laje)) - self.lineEdit_25.setText(str(kx_y_laje)) - self.lineEdit_26.setText(str(kz_y_laje)) - self.lineEdit_23.setText(str(as_y_laje)) - - - self.lineEdit_38.setText(str(area_concreto_laje)) - self.lineEdit_39.setText(str(ro_armad_minima*100)) - self.lineEdit_42.setText(str(armad_max_laje)) - self.lineEdit_40.setText(str(armad_neg_min)) - self.lineEdit_41.setText(str(armad_pos_cruz)) - self.lineEdit_43.setText(str(armad_princ_unid)) - self.lineEdit_44.setText(str(armad_secnd_unid)) - - if tipo_laje == 'UNIDIRECIONAL': - self.label_44.setText('Distribuição') - if float(as_y_laje) < armad_princ_unid: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - if tipo_laje == 'BIDIRECIONAL': - if float(as_x_laje) < armad_pos_cruz: - self.label_44.setText('Mínima') - else: - self.label_44.setText('') - - if float(as_y_laje) < armad_pos_cruz: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - def limpar_lajes(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - self.lineEdit_27.setText('0') - - self.lineEdit_7.setText('') - self.lineEdit_8.setText('') - self.lineEdit_9.setText('') - self.lineEdit_10.setText('') - - self.lineEdit_11.setText('') - self.lineEdit_12.setText('') - self.lineEdit_38.setText('') - self.lineEdit_39.setText('') - self.lineEdit_42.setText('') - self.lineEdit_40.setText('') - self.lineEdit_41.setText('') - self.lineEdit_43.setText('') - self.lineEdit_44.setText('') - - self.lineEdit_13.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - - - -class Carga_Adicional(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - - self.ui = loadUi('lajes_carg_adicional.ui',self) - - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - self.tableWidget.resizeRowsToContents() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Cargas Adicionais') - self.setFixedSize(649,504) - - - -class Sapatas(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('sapatas_alt.ui',self) - self.load_signals() - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Sapatas') - self.setFixedSize(946,574) - - def load_signals(self): - print('sapatas carregado') - self.pushButton_6.clicked.connect(self.calcular_sapata) - self.pushButton_7.clicked.connect(self.limpar_sapatas) - self.pushButton.clicked.connect(self.gerar_dim_sapata) - - def arredondar_cinco(self, numero): - numero = round(numero, ndigits=2) - numero = 100*numero - resto = numero%5 - while resto != 0: - numero += 1 - resto = numero%5 - print('numero:',numero,' - resto: ',resto) - - numero = numero/100 - return numero - - def calcular_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - base_y_sapata = float(self.lineEdit_10.text()) - base_x_sapata = float(self.lineEdit_9.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0 and base_y_sapata != 0 and base_x_sapata != 0 and h_total != 0 and h_0 != 0): - if (x_sapata < 0.6 or y_sapata < 0.6): - QMessageBox.about(self, "Erro de Entrada", "As sapatas não podem apresentar lados menores de 60 cm, conforme a NBR 6122") - else: - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - y_sapata = float(self.lineEdit_9.text()) - x_sapata = float(self.lineEdit_10.text()) - h_total = float(self.lineEdit_11.text()) - h_0 = float(self.lineEdit_12.text()) - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - if h_total < h_mincis: - h_total = h_mincis - - braco_alavanca_sapata = h_total - 0.05 - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - - #h0 = round(h0a, ndigits=2) - #if h0a < h0b: - # h0 = round(h0b, ndigits=2) - - volume_concreto_sapata = (h_total-h_0)/(3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar))+x_sapata*y_sapata*h_0) - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_mincis * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_mincis * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - #print('h0: ',h0) - print('h_total',h_total) - print('-------------------------------------\n') - - #-------------------------------------- saida dos dados -------------------------------------------------- - self.lineEdit_11.setText(str(h_total)) - #self.lineEdit_12.setText(str(h0)) - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - - def gerar_dim_sapata(self): - - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - x_pilar = float(self.lineEdit.text()) - y_pilar = float(self.lineEdit_2.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - - - if (nk != 0 and x_pilar != 0 and y_pilar != 0 and tensao_adm_solo != 0 and fator_solo != 0): - - fck_sapata = float(self.comboBox.currentText()) - fcd_sapata = fck_sapata / 1.4 - fyk_sapata = float(self.comboBox_2.currentText()) - fyd_sapata = fyk_sapata / 1.15 - nk = float(self.lineEdit_3.text()) - momento_x_sapata = float(self.lineEdit_4.text()) - momento_y_sapata = float(self.lineEdit_5.text()) - tensao_adm_solo = float(self.lineEdit_35.text()) - fator_solo = float(self.lineEdit_13.text()) - angulo_dissp_sapata = float(self.spinBox.value()) - - angulo_dissp_sapata = (angulo_dissp_sapata / 180)* 3.14 - - x_pilar = float(self.lineEdit.text())/100 - y_pilar = float(self.lineEdit_2.text())/100 - - area_sapata = round(fator_solo * ((nk*1000)/(tensao_adm_solo*1000000)),ndigits=6) - - y_sapata = 0.5*(y_pilar - x_pilar) + math.sqrt(0.25*((y_pilar - x_pilar)**2)+area_sapata) - - x_sapata = area_sapata/y_sapata - - if (momento_x_sapata != 0 and momento_y_sapata == 0) or (momento_x_sapata == 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.05 - elif (momento_x_sapata != 0 and momento_y_sapata != 0): - fator_acrescimo_dimensoes = 1.103 - else: - fator_acrescimo_dimensoes = 1.0 - - x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) - y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) - - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - print(x_sapata,'<--------------------------------------------------') - wx = x_sapata * (y_sapata**2)/6 - wy = y_sapata * (x_sapata**2)/6 - - mw_x = (momento_x_sapata/wx)*1000 - mw_y = (momento_y_sapata/wy)*1000 - - tensao_sapata = (fator_solo*nk*1000)/(x_sapata*y_sapata) - tensao_max_sapata = tensao_sapata + mw_x + mw_y - tensao_min_sapata = tensao_sapata - mw_x - mw_y - - x_sapata = self.arredondar_cinco(x_sapata) - y_sapata = self.arredondar_cinco(y_sapata) - if x_sapata < 0.6: - x_sapata = 0.6 - if y_sapata < 0.6: - y_sapata = 0.6 - - nk_equiv = (x_sapata * y_sapata * tensao_max_sapata)/fator_solo - - ca_sapata = (x_sapata - x_pilar)/2 - cb_sapata = (y_sapata - y_pilar)/2 - h_rig_x = 2/3 * ca_sapata - h_rig_y = 2/3 * cb_sapata - - h_total = h_rig_x - if h_total < h_rig_y: - h_total = h_rig_y - - h_mincis = (1.4 * nk_equiv)/(2*(x_pilar+y_pilar)*0.27*(1-(fck_sapata/250))*(fcd_sapata*1000000)) - if h_mincis < 0.40: - h_mincis = 0.40 - h_mincis = round(h_mincis, ndigits=4) - - if h_total < h_mincis: - h_total = h_mincis - - h_total = self.arredondar_cinco(h_total) - - h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) - h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) - h0_prerrogativo = h_total/3 - tangente_angulo = math.tan(angulo_dissp_sapata) - h0 = round(h0a, ndigits=2) - if h0a < h0b: - h0 = round(h0b, ndigits=2) - elif h0b < h0_prerrogativo: - h0 = h0_prerrogativo - if h0 < 0.25: - h0 = 0.25 - h0 = self.arredondar_cinco(h0) - - volume_concreto_sapata = ((h_total-h0)/3*(x_sapata*y_sapata+x_pilar*y_pilar+math.sqrt(x_sapata*y_sapata*x_pilar*y_pilar)))+(x_sapata*y_sapata*h0) - - braco_alavanca_sapata = h_total - 0.05 - - tracao_x_sapata = 1.1 * nk_equiv * (x_sapata - x_pilar)/(8 * braco_alavanca_sapata) - tracao_y_sapata = 1.1 * nk_equiv * (y_sapata - y_pilar)/(8 * braco_alavanca_sapata) - as_x_sapata = (1.4 * tracao_x_sapata)/(fyd_sapata) - as_y_sapata = (1.4 * tracao_y_sapata)/fyd_sapata - - taxa_aco_sapata = (0.078 * (fck_sapata)**(2/3))/fyd_sapata - - if taxa_aco_sapata <= 0.0015: - taxa_aco_sapata = 0.0015 - - as_x_min_laje = 0.67 * taxa_aco_sapata * h_total * x_sapata - as_y_min_laje = 0.67 * taxa_aco_sapata * h_total * y_sapata - - print('x_sapata: ',x_sapata) - print('y_sapata: ',y_sapata) - - print('wx: ',wx) - print('wy: ',wy) - print('mw_x: ',mw_x) - print('mw_y: ',mw_y) - print('tensao_max_sapata: ',tensao_max_sapata) - print('tensao_min_sapata: ',tensao_min_sapata) - print('nk_equiv: ',nk_equiv) - print('ca_sapata: ',ca_sapata) - print('cb_sapata: ',cb_sapata) - print('h0a: ',h0a) - print('h0b: ',h0b) - print('h_mincis: ',h_mincis) - print('h0: ',h0) - print('tangente_angulo: ',tangente_angulo) - print('----------') - print('h_total: ',h_total) - print('tracao_x_sapata: ',tracao_x_sapata) - print('tracao_y_sapata: ',tracao_y_sapata) - print('as_x_sapata: ',as_x_sapata) - print('as_y_sapata: ',as_y_sapata) - print('taxa_aco_sapata: ',taxa_aco_sapata) - print('as_x_min_laje: ',as_x_min_laje) - print('as_y_min_laje: ',as_y_min_laje) - print('-------------------------------------\n') - #------------------------------ saida de dados --------------------------------------------- - self.lineEdit_9.setText(str(y_sapata)) - self.lineEdit_10.setText(str(x_sapata)) - self.lineEdit_15.setText(str(area_sapata)) - - self.lineEdit_11.setText(str(round(h_total, ndigits=4))) - self.lineEdit_12.setText(str(round(h0, ndigits=4))) - - - self.lineEdit_15.setText(str(area_sapata)) - self.lineEdit_16.setText(str(round(wx, ndigits=6))) - self.lineEdit_17.setText(str(round(wy, ndigits=6))) - self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) - self.lineEdit_19.setText(str(round(tensao_max_sapata/1000000, ndigits=4))) - self.lineEdit_20.setText(str(round(tensao_min_sapata/1000000, ndigits=4))) - self.lineEdit_21.setText(str(round(ca_sapata*100, ndigits=4))) - self.lineEdit_22.setText(str(round(cb_sapata*100, ndigits=4))) - - self.lineEdit_23.setText(str(round(h_rig_x*100, ndigits=4))) - self.lineEdit_24.setText(str(round(h_rig_y*100, ndigits=4))) - self.lineEdit_25.setText(str(round(h_mincis*100, ndigits=4))) - self.lineEdit_26.setText(str(round(h0a*100, ndigits=4))) - self.lineEdit_28.setText(str(round(h0b*100, ndigits=4))) - self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) - - self.lineEdit_14.setText(str(round(tracao_x_sapata/1000, ndigits=4))) - self.lineEdit_29.setText(str(round(tracao_y_sapata/1000, ndigits=4))) - self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) - self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) - - self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) - self.lineEdit_33.setText(str(round(as_x_min_laje*1000000, ndigits=4))) - self.lineEdit_34.setText(str(round(as_y_min_laje*1000000, ndigits=4))) - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def limpar_sapatas(self): - self.comboBox.setCurrentIndex(0) - self.comboBox_2.setCurrentIndex(0) - - self.lineEdit.setText('0') - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('0') - self.lineEdit_5.setText('0') - - self.lineEdit_35.setText('0') - self.lineEdit_13.setText('1.1') - self.spinBox.setValue(30) - - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - self.lineEdit_17.setText('') - self.lineEdit_18.setText('') - self.lineEdit_19.setText('') - self.lineEdit_20.setText('') - self.lineEdit_21.setText('') - self.lineEdit_22.setText('') - self.lineEdit_23.setText('') - self.lineEdit_24.setText('') - self.lineEdit_25.setText('') - self.lineEdit_26.setText('') - self.lineEdit_27.setText('') - self.lineEdit_28.setText('') - - self.lineEdit_14.setText('') - self.lineEdit_29.setText('') - self.lineEdit_30.setText('') - self.lineEdit_31.setText('') - self.lineEdit_32.setText('') - self.lineEdit_33.setText('') - self.lineEdit_34.setText('') - -#---------------------------------------------- Janelas Adicionais ---------------------------------------------------- - - -class Tabela_Classe_Agressividade(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('class_agres.ui',self) - - #scriptDir = os.path.dirname(os.path.realpath(__file__)) - #self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) - self.setWindowIcon(QtGui.QIcon('./logo.ico')) - - self.setWindowTitle('Navier - Classes de Agressividade e Cobrimentos Mínimos') - self.setFixedSize(579, 520) - - def load_signals(self): - print('inicializado') - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - - self.tableWidget.setSpan(0, 0, 1, 4) - - header_2 = self.tableWidget_2.horizontalHeader() - header_2.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(3, QtWidgets.QHeaderView.ResizeToContents) - - self.tableWidget_2.setSpan(0, 0, 2, 1) - self.tableWidget_2.setSpan(0, 1, 2, 1) - self.tableWidget_2.setSpan(0, 3, 2, 1) - - self.tableWidget_2.setSpan(3, 0, 2, 1) - self.tableWidget_2.setSpan(3, 1, 2, 1) - self.tableWidget_2.setSpan(3, 3, 2, 1) - - self.tableWidget_2.setSpan(5, 0, 2, 1) - self.tableWidget_2.setSpan(5, 1, 2, 1) - self.tableWidget_2.setSpan(5, 3, 2, 1) - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Inicio() - vigas = Vigas() - detalhar_vigas = Detalhar_viga() - pilares = Pilares() - pilares_areas_aco = Pilar_area_aco() - #pilares.show() - #vigas.show() - lajes = Lajes() - #lajes.show() - sapatas = Sapatas() - #sapatas.show() - carga_adicional = Carga_Adicional() - tabela_classe_agressividade = Tabela_Classe_Agressividade() - tabela_bitolas = Tabela_Bitolas() - - app.exec_() \ No newline at end of file diff --git a/inicio.ui b/inicio.ui deleted file mode 100644 index 7ad2e69..0000000 --- a/inicio.ui +++ /dev/null @@ -1,1274 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 567 - 500 - - - - MainWindow - - - - - - - 0 - - - - Navier - Início - - - - - 215 - 60 - 261 - 41 - - - - QFrame::NoFrame - - - QFrame::Sunken - - - QAbstractScrollArea::AdjustToContents - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de peças em Concreto Armado (Vigas, Lajes, Fundações) segundo a NBR 6118/14.</p></body></html> - - - - - - 260 - 20 - 141 - 51 - - - - - - - navier_logo_mini.png - - - - - - -10 - -8 - 171 - 431 - - - - - - - - - - 410 - 40 - 71 - 31 - - - - <html><head/><body><p><span style=" font-style:italic;">- v.beta 0.1</span></p></body></html> - - - Qt::RichText - - - - - - 180 - 130 - 361 - 271 - - - - Elementos Estruturais - - - - - 10 - 20 - 341 - 60 - - - - Vigas - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Vigas Simples e Duplamente Armada - - - - - - - 10 - 140 - 341 - 61 - - - - Lajes - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Lajes Maciças Unidirecionais e Bidirecionais - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - 10 - 200 - 341 - 61 - - - - Fundação - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Sapatas Isoladas Excêntricas - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - 10 - 80 - 341 - 61 - - - - Pilares - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 16 - 251 - 31 - - - - <html><head/><body><p>Pilares Intermediários, de Extremidade e Canto</p></body></html> - - - Qt::RichText - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - - 10 - 80 - 141 - 141 - - - - - - - navier_logo.png - - - false - - - - - - 20 - 330 - 131 - 51 - - - - - - - nassau_logo.png - - - true - - - - - - Descrição - - - - - -10 - -1 - 91 - 421 - - - - - - - - - - 100 - 80 - 451 - 291 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">O Software</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Este programa permite realizar cálculos de Vigas, Pilares, Lajes e Sapatas de concreto armado em alguns casos espefícicos. Os cálculos envolvidos são estabelecidos para as situações críticas das peças no ELU (estado limite último), obedecendo os critérios indicados na ABNT NBR 6118/2014 (Projetos de estruturas de concreto - Procedimento). Este software foi desenvolvido em ambiente acadêmico. </p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Responsabilidade</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">O Navier realiza cálculos baseado em roteiros de cálculo de elementos estruturais isolados, explicitas em literaturas da área. Os resultados obtidos na utilização do programa deve ser analisados com cautela e estudados antes de qualquer aplicação, sendo voltado principalmente para profissionais envolvidos na área da construção civil com conhecimento técnico sobre análise de estruturas e concreto armado, a saber principalmente engenheiros e estudantes. O desenvolvedor não tem nenhuma responsabilidade sobre a aplicação dos resultados, cabendo a uma pessoa legalmente habilitada [engenheiro] a palavra final sobre um projeto<span style=" font-size:8pt;"> (cf. Resolução 1010, 22 de agosto de 2005, Art. 5º)</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Cálculos Realizados</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">____________________________________________________________</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Vigas:</span> </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de vigas de concreto armado com seções retangular, permite calcular armaduras de aço longitudinal e transversal. Para o armadura longitudinal existe as opções de calcular armadura simples ou armadura dupla, verificando requisitos como seção da viga, esforços e material para geração das áreas de aço (englobando armadura principal, sobre-apoio, pele e limitantes máxima e mínima), coeficientes (kmd, kx, kz) e dados sobre o domínio de ruptura. No cálculo das armaduras transversais o Navier permite o cálculo dos estribos baseados nos dois modelos de cálculo expressos na norma, sendo o modelo I o mais aplicado em projetos, já o modelo II possibilita a inserção de angulação para as bielas comprimidas diminuindo a taxa de área de aço.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Pilares:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculos de pilares de concreto armado com seção retangular, permite calcular situações de pilares centrais e de extremidade, resolucionando situações de compressão centrada e flexo-compressão normal.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Lajes:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de lajes de concreto armado do tipo maciça, permite calcular lajes unidirecionais e bidirecionais, utiliza-se dos coeficientes de Marcus para obtenção de esforços em elementos bidirecionais (tipo cruz) e utiliza as formulações dos momentos típicos em vigas biapoiadas para casos unidirecionais. Também são gerados coeficientes e informações relativas a laje com armaduras em ambas as direções. O Navier permite a entrada dos tipos de fixação laterais em engastadas ou livres.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Fundações:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de fundações de concreto armado do tipo isolada simples, permite calcular sapatas do tipo excêntricas e isoladas, através de informações dos materiais, esforços e dados do solo encontra as área de aço finais de tração em cada um dos sentidos assim como também diversas informações como alturas exigidas, balanços, normal equivalente e também tensões máximas e mínimas atuantes na base da sapata. Para obter resultados podem ser inseridos dimensões esperadas ou também solicitar dimensionamento automático da fundação.</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p></body></html> - - - - - - 120 - 30 - 371 - 31 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt; font-weight:600;">Navier - software de cálculo de peças de concreto armado</span></p></body></html> - - - - - - Tabelas e Infos - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 110 - 20 - 321 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Tabelas importantes de normas brasileiras e cálculo</span></p></body></html> - - - - - - 129 - 255 - 391 - 150 - - - - Tabelas de auxílio de cálculo - - - - - 30 - 89 - 221 - 51 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Ábacos de Flexotração</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:7pt;"> </span><span style=" font-size:8pt;">Normal (Venturini &amp; Rodrigues)</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;"> Oblíqua (Libânio M. Pinheiro)</span></p></body></html> - - - - - - 30 - 27 - 221 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Tabela de Marcus </span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;">(Lajes Bidirecionais)</span></p></body></html> - - - - - - 330 - 88 - 51 - 50 - - - - - - - - - - 330 - 26 - 51 - 51 - - - - - - - - - - 10 - 20 - 381 - 60 - - - - - - - - - - 10 - 83 - 381 - 60 - - - - - - - - - - 270 - 88 - 51 - 50 - - - - - - - groupBox_26 - groupBox_17 - textBrowser_13 - textBrowser_12 - pushButton_8 - pushButton_7 - pushButton_23 - - - - - 130 - 43 - 391 - 211 - - - - Tabelas de Normas - - - - - 30 - 159 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Relação de bitolas de aços comerciais</span></p></body></html> - - - - - - 30 - 36 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Agressividade Ambiental (NBR 6118/2014)</span></p></body></html> - - - - - - 330 - 26 - 51 - 51 - - - - - - - - - - 330 - 87 - 51 - 51 - - - - - - - - - - 30 - 97 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Carregamento Adicional (NBR 6120/2017)</span></p></body></html> - - - - - - 330 - 149 - 51 - 51 - - - - - - - - - - 10 - 20 - 381 - 61 - - - - - - - - - - 10 - 82 - 381 - 61 - - - - - - - - - - 10 - 144 - 381 - 60 - - - - - - - groupBox_16 - groupBox_15 - groupBox_14 - textBrowser_11 - textBrowser_9 - pushButton_2 - pushButton_5 - textBrowser_10 - pushButton_6 - - - - - Normas e Referências - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 140 - 60 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6118: Projeto de estruturas de concreto - Procedimento. Rio de Janeiro, 2014. </p></body></html> - - - - - - - 140 - 110 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6120: Cargas para o cálculo de estruturas de edificações. Rio de Janeiro, 2017. </p></body></html> - - - - - - - 110 - 27 - 91 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Referências </span></p></body></html> - - - - - - 140 - 160 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6120: Cargas para o cálculo de estruturas de edificações. Rio de Janeiro, 2017. </p></body></html> - - - - - - - 140 - 210 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6120: Cargas para o cálculo de estruturas de edificações. Rio de Janeiro, 2017. </p></body></html> - - - - - - - 140 - 260 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6120: Cargas para o cálculo de estruturas de edificações. Rio de Janeiro, 2017. </p></body></html> - - - - - - - 140 - 310 - 401 - 51 - - - - - - - - - 10 - 5 - 381 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6120: Cargas para o cálculo de estruturas de edificações. Rio de Janeiro, 2017. </p></body></html> - - - - - - - Sobre - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 420 - 250 - 141 - 151 - - - - - - - navier_logo.png - - - - - - 160 - 351 - 256 - 51 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;">&quot;Convém que Ele cresça e eu diminua&quot; </span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;"> João 3:30.</span></p> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p></body></html> - - - - - - 110 - 60 - 401 - 71 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt;">Navier </span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;"> Software para cálculo de peças de Concreto Armado</span> </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Programado em Python 3.8 </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Interface grágica com PyQt5</p></body></html> - - - - - - 210 - 160 - 321 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Anderson Alves de Aguiar (andersonalvesmath@hotmail.com)</p> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p></body></html> - - - - - - 120 - 140 - 91 - 51 - - - - - - - logo_a3_mini.png - - - true - - - - - - 180 - 210 - 40 - 31 - - - - - - - git_logo.png - - - true - - - - - - 230 - 220 - 151 - 16 - - - - https://github.com/Anderson3 - - - - - - 310 - 240 - 41 - 41 - - - - - - - logo_brunel.png - - - true - - - - - - 250 - 240 - 41 - 41 - - - - - - - logo_engtool.png - - - true - - - - - - - - - - - - 0 - 0 - 567 - 21 - - - - - - - diff --git a/inicio_alt.ui b/inicio_alt.ui deleted file mode 100644 index 749dfc2..0000000 --- a/inicio_alt.ui +++ /dev/null @@ -1,1266 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 582 - 514 - - - - MainWindow - - - - - - - 0 - - - - Navier - Início - - - - - 215 - 60 - 261 - 41 - - - - QFrame::NoFrame - - - QFrame::Sunken - - - QAbstractScrollArea::AdjustToContents - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de peças em Concreto Armado (Vigas, Lajes, Fundações) segundo a NBR 6118/14.</p></body></html> - - - - - - 260 - 20 - 141 - 51 - - - - - - - navier_logo_mini.png - - - - - - -10 - -8 - 171 - 431 - - - - - - - - - - 410 - 40 - 71 - 31 - - - - <html><head/><body><p><span style=" font-style:italic;">- v. 0.3</span></p></body></html> - - - Qt::RichText - - - - - - 180 - 130 - 361 - 271 - - - - Elementos Estruturais - - - - - 10 - 20 - 341 - 60 - - - - Vigas - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Vigas Simples e Duplamente Armada - - - - - - - 10 - 140 - 341 - 61 - - - - Lajes - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Lajes Maciças Unidirecionais e Bidirecionais - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - 10 - 200 - 341 - 61 - - - - Fundação - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 20 - 241 - 21 - - - - Sapatas Isoladas Excêntricas - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - 10 - 80 - 341 - 61 - - - - Pilares - - - - - 270 - 10 - 61 - 50 - - - - - - - - - - 20 - 16 - 251 - 31 - - - - <html><head/><body><p>Pilares Intermediários, de Extremidade e Canto</p></body></html> - - - Qt::RichText - - - - - - 200 - 60 - 351 - 61 - - - - Vigas - - - - - 280 - 10 - 61 - 41 - - - - VIGAS - - - - - - 20 - 20 - 241 - 21 - - - - Simples e Dupla Armação, Tê - - - - - - - - - 10 - 80 - 141 - 141 - - - - - - - navier_logo.png - - - false - - - - - - 20 - 330 - 131 - 51 - - - - - - - nassau_logo.png - - - true - - - - - - Descrição - - - - - -10 - -1 - 91 - 421 - - - - - - - - - - 100 - 80 - 451 - 291 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">O Software</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Este programa permite realizar cálculos de Vigas, Pilares, Lajes e Sapatas de concreto armado em alguns casos espefícicos. Os cálculos envolvidos são estabelecidos para as situações críticas das peças no ELU (estado limite último), obedecendo os critérios indicados na ABNT NBR 6118/2014 (Projetos de estruturas de concreto - Procedimento). Este software foi desenvolvido em ambiente acadêmico. </p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Responsabilidade</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">O Navier realiza cálculos baseado em roteiros de cálculo de elementos estruturais isolados, explicitas em literaturas da área. Os resultados obtidos na utilização do programa deve ser analisados com cautela e estudados antes de qualquer aplicação, sendo voltado principalmente para profissionais envolvidos na área da construção civil com conhecimento técnico sobre análise de estruturas e concreto armado, a saber principalmente engenheiros e estudantes. O desenvolvedor não tem nenhuma responsabilidade sobre a aplicação dos resultados, cabendo a uma pessoa legalmente habilitada [engenheiro] a palavra final sobre um projeto<span style=" font-size:8pt;"> (cf. Resolução 1010, 22 de agosto de 2005, Art. 5º)</span></p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Cálculos Realizados</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">____________________________________________________________</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Vigas:</span> </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de vigas de concreto armado com seções retangular, permite calcular armaduras de aço longitudinal e transversal. Para o armadura longitudinal existe as opções de calcular armadura simples ou armadura dupla, verificando requisitos como seção da viga, esforços e material para geração das áreas de aço (englobando armadura principal, sobre-apoio, pele e limitantes máxima e mínima), coeficientes (kmd, kx, kz) e dados sobre o domínio de ruptura. No cálculo das armaduras transversais o Navier permite o cálculo dos estribos baseados nos dois modelos de cálculo expressos na norma, sendo o modelo I o mais aplicado em projetos, já o modelo II possibilita a inserção de angulação para as bielas comprimidas diminuindo a taxa de área de aço.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Pilares:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculos de pilares de concreto armado com seção retangular, permite calcular situações de pilares centrais e de extremidade, resolucionando situações de compressão centrada e flexo-compressão normal.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Lajes:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de lajes de concreto armado do tipo maciça, permite calcular lajes unidirecionais e bidirecionais, utiliza-se dos coeficientes de Marcus para obtenção de esforços em elementos bidirecionais (tipo cruz) e utiliza as formulações dos momentos típicos em vigas biapoiadas para casos unidirecionais. Também são gerados coeficientes e informações relativas a laje com armaduras em ambas as direções. O Navier permite a entrada dos tipos de fixação laterais em engastadas ou livres.</p> -<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Fundações:</span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de fundações de concreto armado do tipo isolada simples, permite calcular sapatas do tipo excêntricas e isoladas, através de informações dos materiais, esforços e dados do solo encontra as área de aço finais de tração em cada um dos sentidos assim como também diversas informações como alturas exigidas, balanços, normal equivalente e também tensões máximas e mínimas atuantes na base da sapata. Para obter resultados podem ser inseridos dimensões esperadas ou também solicitar dimensionamento automático da fundação.</p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p></body></html> - - - - - - 120 - 30 - 371 - 31 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt; font-weight:600;">Navier - software de cálculo de peças de concreto armado</span></p></body></html> - - - - - - Tabelas e Infos - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 110 - 20 - 321 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Tabelas importantes de normas brasileiras e cálculo</span></p></body></html> - - - - - - 129 - 255 - 391 - 150 - - - - Tabelas de auxílio de cálculo - - - - - 30 - 89 - 221 - 51 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Ábacos de Flexotração</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:7pt;"> </span><span style=" font-size:8pt;">Normal (Venturini &amp; Rodrigues)</span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;"> Oblíqua (Libânio M. Pinheiro)</span></p></body></html> - - - - - - 30 - 27 - 221 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Tabela de Marcus </span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;">(Lajes Bidirecionais)</span></p></body></html> - - - - - - 330 - 88 - 51 - 50 - - - - - - - - - - 330 - 26 - 51 - 51 - - - - - - - - - - 10 - 20 - 381 - 60 - - - - - - - - - - 10 - 83 - 381 - 60 - - - - - - - - - - 270 - 88 - 51 - 50 - - - - - - - groupBox_26 - groupBox_17 - textBrowser_13 - textBrowser_12 - pushButton_8 - pushButton_7 - pushButton_23 - - - - - 130 - 43 - 391 - 211 - - - - Tabelas de Normas - - - - - 30 - 159 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Relação de bitolas de aços comerciais</span></p></body></html> - - - - - - 30 - 36 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Agressividade Ambiental (NBR 6118/2014)</span></p></body></html> - - - - - - 330 - 26 - 51 - 51 - - - - - - - - - - 330 - 87 - 51 - 51 - - - - - - - - - - 30 - 97 - 281 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Carregamento Adicional (NBR 6120/2019)</span></p></body></html> - - - - - - 330 - 149 - 51 - 51 - - - - - - - - - - 10 - 20 - 381 - 61 - - - - - - - - - - 10 - 82 - 381 - 61 - - - - - - - - - - 10 - 144 - 381 - 60 - - - - - - - groupBox_16 - groupBox_15 - groupBox_14 - textBrowser_11 - textBrowser_9 - pushButton_2 - pushButton_5 - textBrowser_10 - pushButton_6 - - - - - Normas e Referências - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 110 - 20 - 91 - 30 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Referências </span></p></body></html> - - - - - - 140 - 90 - 411 - 291 - - - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - - - 255 - 255 - 255 - - - - - - - 255 - 255 - 255 - - - - - - - - QFrame::HLine - - - true - - - - - 0 - 0 - 390 - 537 - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. </span><span style=" font-size:8pt; font-weight:600;">NBR 6118</span><span style=" font-size:8pt;">: projeto de estruturas de concreto – procedimentos. Rio de Janeiro, 2014. </span></p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. </span><span style=" font-size:8pt; font-weight:600;">NBR 6120</span><span style=" font-size:8pt;">: cargas para cálculo de estruturas de edificações. Rio de Janeiro, 2019. </span></p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ARAÚJO, José Milton de. </span><span style=" font-size:8pt; font-weight:600;">Curso de concreto armado</span><span style=" font-size:8pt;"> - Vol. 1. 4ª Ed. Rio Grande: Ed. Dunas, 2014. </span></p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt; color:#222222; background-color:#ffffff;">CARVALHO, Roberto Chust; FIGUEIREDO FILHO, Jasson Rodrigues de. </span><span style=" font-size:8pt; font-weight:600; color:#222222; background-color:#ffffff;">Cálculo e detalhamento de estruturas usuais de concreto armado: </span><span style=" font-size:8pt; color:#222222; background-color:#ffffff;">Segundo a NBR 6118:2014. 4. ed. São Carlos: Edufscar, 2014.</span><span style=" font-size:8pt;"> </span></p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt; color:#000000;">CLÍMACO, João Carlos Teatini de Souza. </span><span style=" font-size:8pt; font-weight:600; color:#000000;">Estruturas de Concreto Armado</span><span style=" font-size:8pt; color:#000000;">. 2. ed. Brasília: Editora UNB, 2008.</span><span style=" font-size:8pt;"> </span></p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">BASTOS, P.S.S. Fundamentos do concreto armado. Notas de aula, Disciplina 1288 – Estruturas de Concreto I. Bauru/SP, Departamento Engenharia Civil, Faculdade de Engenharia - Universidade Estadual Paulista - UNESP, agosto/2004, 60p. </p></body></html> - - - - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6118: Projeto de estruturas de concreto - Procedimento. Rio de Janeiro, 2014. </p></body></html> - - - - - - - - - - Sobre - - - - - -10 - 0 - 91 - 421 - - - - - - - - - - 420 - 250 - 141 - 151 - - - - - - - navier_logo.png - - - - - - 160 - 351 - 256 - 51 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;">&quot;Convém que Ele cresça e eu diminua&quot; </span></p> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;"> João 3:30.</span></p> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p></body></html> - - - - - - 110 - 60 - 401 - 71 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt;">Navier </span></p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;"> Software para cálculo de peças de Concreto Armado</span> </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Programado em Python 3.7 </p> -<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Interface gráfica com PyQt5</p></body></html> - - - - - - 180 - 160 - 331 - 41 - - - - QFrame::NoFrame - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Anderson Alves de Aguiar (andersonalvesmath@hotmail.com)</p> -<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br 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tipo_laje = 'UNIDIRECIONAL' - self.laje_unidirecional(carreg_total) - else: - tipo_laje = 'BIDIRECIONAL' - self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") - - mx = my = nx = ny = '' - - if caso == '1': - caso1 = marcus.caso1 - linhas = len(caso1) - colunas = len(caso1[0]) - - for i in range(linhas): - aux = caso1[i][0] - if lambda_laje == aux: - print(caso1[i]) - mx = caso1[i][2] - my = caso1[i][3] - - print('mx: ',mx) - print('my: ',my) - - if caso == '2': - caso2 = marcus.caso2 - linhas = len(caso2) - colunas = len(caso2[0]) - - for i in range(linhas): - aux = caso2[i][0] - if lambda_laje == aux: - print(caso2[i]) - mx = caso2[i][2] - nx = caso2[i][3] - my = caso2[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '3': - caso3 = marcus.caso3 - linhas = len(caso3) - colunas = len(caso3[0]) - - for i in range(linhas): - aux = caso3[i][0] - if lambda_laje == aux: - print(caso3[i]) - mx = caso3[i][2] - nx = caso3[i][3] - my = caso3[i][4] - ny = caso3[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '4': - caso4 = marcus.caso4 - linhas = len(caso4) - colunas = len(caso4[0]) - - for i in range(linhas): - aux = caso4[i][0] - if lambda_laje == aux: - print(caso4[i]) - mx = caso4[i][2] - nx = caso4[i][3] - my = caso4[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '5': - caso5 = marcus.caso5 - linhas = len(caso5) - colunas = len(caso5[0]) - - for i in range(linhas): - aux = caso5[i][0] - if lambda_laje == aux: - print(caso5[i]) - mx = caso5[i][2] - nx = caso5[i][3] - my = caso5[i][4] - ny = caso5[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '6': - caso6 = marcus.caso6 - linhas = len(caso6) - colunas = len(caso6[0]) - - for i in range(linhas): - aux = caso6[i][0] - if lambda_laje == aux: - print(caso6[i]) - mx = caso6[i][2] - nx = caso6[i][3] - my = caso6[i][4] - ny = caso6[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - print(lx) - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - #else: - # self.lineEdit_16.setText('0') - - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def laje_unidirecional(self,carreg_total): - - #self.lineEdit_7.setText('') - #self.lineEdit_9.setText('') - #self.lineEdit_8.setText('') - #self.lineEdit_10.setText('') - #self.lineEdit_16.setText('') - #self.lineEdit_13.setText('') - #self.lineEdit_14.setText('') - #self.lineEdit_15.setText('') - #self.lineEdit_16.setText('') - - print('unidirecional') - #l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - #l4 = self.lado4 - print(carreg_total) - if (l2 == 'livre' and l3 == 'livre'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ll2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/8 - momento_neg_y = 0 - elif (l2 == 'engastado' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ee2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/24 - momento_neg_y = (carreg_total * (lx**2))/12 - elif (l2 == 'engastado' and l3 == 'livre') or (l2 == 'livre' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_le2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/14.2 - momento_neg_y = (carreg_total * (lx**2))/8 - - print('momento_pos_y: ',momento_pos_y) - print('momento_neg_y: ',momento_neg_y) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - momento_neg_y = round(momento_neg_y,ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def resultados_laje(self): - - mx = self.lineEdit_13.text() - if mx == '': - self.lineEdit_13.setText('0') - - my = self.lineEdit_15.text() - if my == '': - self.lineEdit_15.setText('0') - - nx = self.lineEdit_14.text() - if nx == '': - self.lineEdit_14.setText('0') - - ny = self.lineEdit_16.text() - if ny == '': - self.lineEdit_16.setText('0') - - fck_laje = float(self.comboBox.currentText()) - fyk_laje = float(self.comboBox_2.currentText()) - fcd_laje = fck_laje * 1.4 * 1000000 - fyd_laje = fyk_laje * 1.4 * 1000000 - d_laje = float(self.lineEdit_27.text()) - - mx = float(self.lineEdit_13.text()) - my = float(self.lineEdit_15.text()) - nx = float(self.lineEdit_14.text()) - ny = float(self.lineEdit_16.text()) - #print('mx: ',mx) - #print('nx: ',nx) - #print('my: ',my) - #print('ny: ',ny) - if mx > nx: - mk_x = mx - else: - mk_x = nx - if my > ny: - mk_y = my - else: - mk_y = ny - - #print('mkx: ',mk_x) - #print('mky: ',mk_y) - md_x = round(1.4 * mk_x, ndigits = 4) - kmd_x_laje = (md_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - print('kmd_x_laje-',kmd_x_laje) - kx_x_laje = (1 - math.sqrt(1 - 2*kmd_x_laje))/0.8 - kz_x_laje = 1 - 0.4 * kx_x_laje - - as_x_laje = (md_x * 1000/ (kz_x_laje * (d_laje/100) * fyd_laje))*100000 - - print('md_x: ', md_x) - print('kmd_x_laje: ', kmd_x_laje) - print('kx_x_laje: ', kx_x_laje) - print('kz_x_laje: ', kz_x_laje) - print('as_x_laje: ', as_x_laje) - - md_y = round(1.4 * mk_y, ndigits = 4) - kmd_y_laje = (md_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje = (1 - math.sqrt(1 - 2*kmd_y_laje))/0.8 - kz_y_laje = 1 - 0.4 * kx_y_laje - - as_y_laje = (md_y * 1000/ (kz_y_laje * (d_laje/100) * fyd_laje))*100000 - - print('md_y: ', md_y) - print('kmd_y_laje: ', kmd_y_laje) - print('kx_y_laje: ', kx_y_laje) - print('kz_y_laje: ', kz_y_laje) - print('as_y_laje: ', as_y_laje) - - #------------------------------------------ saida de dados ------------------------------------ - kmd_x_laje = self.truncar(kmd_x_laje) - kx_x_laje = self.truncar(kx_x_laje) - kz_x_laje = self.truncar(kz_x_laje) - as_x_laje = self.truncar(as_x_laje) - - kmd_y_laje = self.truncar(kmd_y_laje) - kx_y_laje = self.truncar(kx_y_laje) - kz_y_laje = self.truncar(kz_y_laje) - as_y_laje = self.truncar(as_y_laje) - - self.lineEdit_17.setText(str(md_x)) - self.lineEdit_18.setText(str(kmd_x_laje)) - self.lineEdit_19.setText(str(kx_x_laje)) - self.lineEdit_20.setText(str(kz_x_laje)) - self.lineEdit_21.setText(str(as_x_laje)) - - self.lineEdit_22.setText(str(md_y)) - self.lineEdit_24.setText(str(kmd_y_laje)) - self.lineEdit_25.setText(str(kx_y_laje)) - self.lineEdit_26.setText(str(kz_y_laje)) - self.lineEdit_23.setText(str(as_y_laje)) - - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Lajes() - - app.exec_() diff --git a/lajes.ui b/lajes.ui deleted file mode 100644 index 631dd29..0000000 --- a/lajes.ui +++ /dev/null @@ -1,1331 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 933 - 643 - - - - MainWindow - - - - - - 20 - 340 - 251 - 81 - - - - Carregamento - - - - - 20 - 20 - 121 - 20 - - - - Peso Próprio [KN/m²] - - - - - - 140 - 20 - 81 - 20 - - - - 0 - - - - - - 20 - 50 - 121 - 20 - - - - Carg. 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Total [KN/m²] - - - - - - 150 - 80 - 101 - 20 - - - - - - - 10 - 390 - 321 - 90 - - - - Momentos Atuantes [KN.m/m] - - - - - 90 - 30 - 31 - 21 - - - - Mx - - - - - - 110 - 30 - 81 - 20 - - - - - - - - - - 210 - 30 - 31 - 21 - - - - Nex - - - - - - 230 - 30 - 81 - 20 - - - - - - - - - - 90 - 60 - 31 - 21 - - - - My - - - - - - 110 - 60 - 81 - 20 - - - - - - - - - - 230 - 60 - 81 - 20 - - - - - - - - - - 210 - 60 - 31 - 21 - - - - Ney - - - - - - 20 - 30 - 51 - 16 - - - - Sentido X: - - - - - - 20 - 60 - 51 - 16 - - - - Sentido Y: - - - - - - - 340 - 90 - 161 - 171 - - - - Sentido X - - - - - 20 - 20 - 47 - 16 - - - - Md - - - - - - 60 - 20 - 91 - 20 - - - - - - - 20 - 50 - 47 - 16 - - - - Kmd - - - - - - 60 - 50 - 91 - 20 - - - - - - - 60 - 80 - 91 - 20 - - - - - - - 20 - 80 - 47 - 16 - - - - Kx - - - - - - 60 - 110 - 91 - 20 - - - - - - - 20 - 110 - 47 - 16 - - - - Kz - - - - - - 20 - 140 - 47 - 16 - - - - As - - - - - - 60 - 140 - 91 - 20 - - - - - - - - 499 - 90 - 161 - 171 - - - - Sentido Y - - - - - 50 - 140 - 91 - 20 - - - - - - - 50 - 50 - 91 - 20 - - - - - - - 10 - 50 - 47 - 16 - - - - Kmd - - - - - - 10 - 20 - 47 - 16 - - - - Md - - - - - - 10 - 110 - 47 - 16 - - - - Kz - - - - - - 10 - 80 - 47 - 16 - - - - Kx - - - - - - 50 - 110 - 91 - 20 - - - - - - - 50 - 80 - 91 - 20 - - - - - - - 10 - 140 - 47 - 16 - - - - As - - - - - - 50 - 20 - 91 - 20 - - - - - - - - 470 - 40 - 101 - 21 - - - - Áreas de Aço [mm²] - - - - - - 10 - 150 - 321 - 231 - - - - Armaduras Limites - - - - - 210 - 50 - 81 - 20 - - - - - - - - - - 20 - 50 - 171 - 21 - - - - Armadura Negativa Mínima [mm²] - - - - - - 20 - 80 - 301 - 151 - - - - Armadura Positiva Mínima - - - - - 50 - 40 - 121 - 21 - - - - Armadura Mínima [mm²] - - - - - - 190 - 40 - 81 - 20 - - - - - - - - - - 20 - 20 - 81 - 16 - - - - BIDIRECIONAL - - - - - - 20 - 70 - 121 - 16 - - - - UNIDIRECIONAL - - - - - - 50 - 90 - 121 - 21 - - - - Armadura Principal [mm²] - - - - - - 190 - 90 - 81 - 20 - - - - - - - - - - 50 - 120 - 141 - 21 - - - - Armadura Secundária [mm²] - - - - - - 190 - 120 - 81 - 20 - - - - - - - - - - - 20 - 20 - 171 - 21 - - - - Armadura Máxima [mm²] - - - - - - 210 - 20 - 81 - 20 - - - - - - - - - - - 20 - 110 - 121 - 21 - - - - Área S. Concreto [mm²] - - - - - - 140 - 110 - 81 - 20 - - - - - - - - - - 240 - 110 - 31 - 21 - - - - ρ [%] - - - - - - 270 - 110 - 51 - 20 - - - - - - - - - - 360 - 270 - 131 - 16 - - - - - - - - - - 510 - 270 - 141 - 16 - - - - - - - - - - - 1060 - 540 - 75 - 23 - - - - Calcular - - - - - - 1150 - 540 - 75 - 23 - - - - Limpar - - - - - - 1100 - 0 - 131 - 51 - - - - - - - navier_logo_mini_alt.png - - - - - - - 0 - 0 - 1245 - 21 - - - - - - - - diff --git a/lajes_carg_adicional.ui b/lajes_carg_adicional.ui deleted file mode 100644 index d6d1433..0000000 --- a/lajes_carg_adicional.ui +++ /dev/null @@ -1,906 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 649 - 504 - - - - MainWindow - - - - - - 10 - 60 - 631 - 421 - - - - - 631 - 421 - - - - - Arquibancada - - - - - Balcões - - - - - Bancos - - - - - - - - - - Bibliotecas - - - - - - - - - - - - - - - Casas de Máquinas - - - - - Cinemas - - - - - - - - - - - - - - - Clubes - - - - - - - - - - - - - - - - - - - - Corredores - - - - - - - - - - Cozinhas e Residências - - - - - Depósitos - - - - - Edifícios Residenciais - - - - - - - - - - Escadas - - - - - - - - - - Escolas - - - - - - - - - - - - - - - Escritórios - - - - - Forros - - - - - Galeria de Artes - - - - - Galeria de Lojas - - - - - Garagens e Estacionamentos - - - - - Ginásio de Esportes - - - - - Hospital - - - - - - - - - - Laboratórios - - - - - Lavanderias - - - - - Lojas - - - - - Restaurantes - - - - - Teatros - - - - - - - - - - Terraços - - - - - - - - - - - - - - - - - - - - Vestíbulo - - - - - - - - - - Descrição - - - - - Cargas [KN/m²] - - - AlignCenter - - - - - 4 - - - AlignCenter - - - - - Mesma carga da peça com a qual se comunicam as previstas em 2.2.1.5 - - - - - - - - - AlignCenter - - - - - Escritórios e Banheiros - - - - - 2 - - - AlignCenter - - - - - Salas de diretoria e de Gerência - - - - - 1.5 - - - AlignCenter - - - - - Salas de leitura - - - - - 2.5 - - - AlignCenter - - - - - Salas para depósito de livros - - - - - 4 - - - AlignCenter - - - - - Salas com estante de livros a ser determinada em cada caso ou 2.5 KN/m² por metro de altura observado, porém valor mínimo de - - - - - 6 - - - AlignCenter - - - - - (incluindo o peso das máquinas) a ser determinada em cada caso, porém o valor mínimo de - - - - - 7.5 - - - AlignCenter - - - - - Plateia com assentos fixos - - - - - 3 - - - AlignCenter - - - - - Estúdio e plateia com assentos móveis - - - - - 4 - - - AlignCenter - - - - - Banheiro - - - - - 2 - - - AlignCenter - - - - - Sala de refeições e de assembleia com assentos fixos - - - - - 3 - - - AlignCenter - - - - - Sala de assembleia com assentos móveis - - - - - 4 - - - AlignCenter - - - - - Salão de danças e salão de esportes - - - - - 5 - - - AlignCenter - - - - - Sala de bilhar e banheiro - - - - - 2 - - - AlignCenter - - - - - com acesso ao público - - - - - 3 - - - AlignCenter - - - - - sem acesso ao público - - - - - 2 - - - AlignCenter - - - - - a ser determinada em cada caso, porém mínimo de - - - - - 3 - - - AlignCenter - - - - - a ser determinada em cada caso e na falta de valores experimentais cf indicado 2.2.1.3 - - - - - - - - - AlignCenter - - - - - Dormitórios, sala, copa, cozinha e banheiro - - - - - 1.5 - - - AlignCenter - - - - - Despensa, área de serviço e lavanderia - - - - - 2 - - - AlignCenter - - - - - com acesso ao público - - - - - 3 - - - AlignCenter - - - - - sem acesso ao público - - - - - 2.5 - - - AlignCenter - - - - - Anfiteatro com assentos fixos - - - - - - - - AlignCenter - - - - - Corredor e sala de aula - - - - - 3 - - - AlignCenter - - - - - outras salas - - - - - 2 - - - AlignCenter - - - - - Salas de uso geral e banheiro - - - - - 2 - - - AlignCenter - - - - - sem acesso a pessoas - - - - - 0.5 - - - AlignCenter - - - - - a ser determinada em cada caso, porém mínimo de - - - - - 3 - - - AlignCenter - - - - - a ser determinada em cada caso, porém mínimo de - - - - - 3 - - - AlignCenter - - - - - Para veículos de passageiros ou semelhantes com carga máxima de 25 KN por veículo. Valores de o indicados em 2.2.1.6 - - - - - 3 - - - AlignCenter - - - - - 3 - - - AlignCenter - - - - - Dormitórios, enfermarias, sala de recuperação, sala de cirurgia, sala de raio X e banheiro - - - - - 2 - - - AlignCenter - - - - - Corredor - - - - - 3 - - - AlignCenter - - - - - Incluindo equipamentos a ser determinados em cada caso, porém com no mínimo - - - - - 3 - - - AlignCenter - - - - - Incluindo equipamentos - - - - - 3 - - - AlignCenter - - - - - 4 - - - AlignCenter - - - - - 3 - - - AlignCenter - - - - - Palco - - - - - 5 - - - AlignCenter - - - - - Demais dependências: cargas iguais às especificadas para cinemas - - - - - - - - - AlignCenter - - - - - sem acesso ao público - - - - - 2 - - - AlignCenter - - - - - com acesso ao público - - - - - 3 - - - AlignCenter - - - - - inacessível a pessoas - - - - - 0.5 - - - AlignCenter - - - - - Destinados a heliportos elevados: as cargas deverão ser fornecidas pelo orgão competente do Ministério da Aeronáutica - - - - - - - - - AlignCenter - - - - - sem acesso ao público - - - - - 1.5 - - - AlignCenter - - - - - com acesso ao público - - - - - 3 - - - AlignCenter - - - - - - - 40 - 20 - 241 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Carrregamentos Adicionais</span></p></body></html> - - - Qt::AutoText - - - - - - 360 - 20 - 251 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6120/19 - Tabela 10.</p></body></html> - - - - - - - 0 - 0 - 649 - 21 - - - - - - - - diff --git a/lajes_carg_adicional_atualizada.ui b/lajes_carg_adicional_atualizada.ui deleted file mode 100644 index cedb43c..0000000 --- a/lajes_carg_adicional_atualizada.ui +++ /dev/null @@ -1,3939 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 655 - 527 - - - - MainWindow - - - - - - 10 - 60 - 631 - 421 - - - - - 631 - 421 - - - - - Aeroportos - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Arquibancadas e Tribunas - - - - - - - - - - Áreas Técnicas - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Balcões - - - - - - - - - - - - - - - Bancos - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Bibliotecas - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Centros de convenções e locais de reunião de pessoas - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Centros de exposição - - - - - - - - - - - - - - - Cinemas (não inclui cinemas de shopping centers) - - - - - - - - - - - - - - - Clubes - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Coberturas (estrut. concreto armado, mistas e alv. estrt.) - - - - - - - - - - - - - - - Cozinhas não residenciais - - - - - - - - - - Depósitos de uso geral - - - - - - - - - - - - - - - Edifícios Residenciais - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Edifícios comerciais - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Edificações industriais - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Escadas e passarelas - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Escolas, instituições de ensino - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Estações de passageiros - - - - - - - - - - - - - - - Forros - - - - - Garagens, estacionamentos - - - - - Ginásios de esportes - - - - - Helipontos - - - - - Hospitais - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Hotéis - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Instituições penais - - - - - - - - - - - - - - - - - - - - Jardins - - - - - - - - - - Laboratórios - - - - - Lavanderias não residenciais - - - - - Lojas a , centros comerciais a , shopping centers - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Museus, galerias de arte - - - - - - - - - - - - - - - - - - - - - - - - - Restaurantes - - - - - - - - - - - - - - - - - - - - - - - - - Supermercados - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Vestíbulos (acessos) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Descrição - - - - - Cargas - - - AlignCenter - - - - - Áreas de acesso público, circulações, sanitários - - - - - 5 - - - AlignCenter - - - - - Lojas, duty free - - - - - 5 - - - AlignCenter - - - - - Controle de passaportes, segurança, raios X - - - - - 5 - - - AlignCenter - - - - - -Restituição de bagagens (não inclui o peso próprio dos equipamentos) - - - - - 5 - - - AlignCenter - - - - - Áreas administrativas - - - - - 5 - - - AlignCenter - - - - - Manipulação de bagagens (não inclui o peso próprio dos equipamentos) - - - - - 10 - - - AlignCenter - - - - - Áreas sujeitas ao tráfego de veículos - - - - - 10 - - - AlignCenter - - - - - Com assentos fixos - - - - - 5 - - - AlignCenter - - - - - Sem assentos fixos - - - - - 4 - - - AlignCenter - - - - - Barrilete - - - - - 1,5 - - - AlignCenter - - - - - Áreas técnicas em geral (fora da projeção dos equipamentos), exceto barrilete - - - - - 3 - - - AlignCenter - - - - - Sala de ventiladores, pressurização, exaustores - - - - - 3 - - - AlignCenter - - - - - Sala de ar-condicionado (fan coil) - - - - - 4 - - - AlignCenter - - - - - Sala de painéis elétricos de baixa tensão - - - - - 4 - - - AlignCenter - - - - - Sala de gerador e transformador (com leiaute) - - - - - 3 - - - AlignCenter - - - - - Sala de gerador e transformador (sem leiaute) - - - - - 10 - - - AlignCenter - - - - - Sala de no-breaks - - - - - 7,5 - - - AlignCenter - - - - - Sala de baterias - - - - - 10 - - - AlignCenter - - - - - CPD (centro de processamento de dados) - - - - - 5 - - - AlignCenter - - - - - Casa de máquinas de elevador de passageiros (v ≤ 1,0 m/s) - - - - - 30 - - - AlignCenter - - - - - Casa de máquinas de elevador de passageiros (v > 1,0 m/s) - - - - - 50 - - - AlignCenter - - - - - Poço de elevador de passageiros - - - - - 50 - - - AlignCenter - - - - - Poço de plataforma de elevação motorizada para pessoas com mobilidade reduzida - - - - - 2,5 - - - AlignCenter - - - - - Residencial - - - - - 2,5 - - - AlignCenter - - - - - Comercial, corporativos e escritórios - - - - - 3 - - - AlignCenter - - - - - Com acesso público (hotéis, hospitais, escolas, teatros etc.) - - - - - 4 - - - AlignCenter - - - - - Escritórios - - - - - 2,5 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Salas de diretoria e de gerência - - - - - 2,5 - - - AlignCenter - - - - - Cofre (validar caso a caso, respeitando o valor mínimo indicado nesta Tabela) - - - - - 30 - - - AlignCenter - - - - - Agência (área de atendimento ao público) - - - - - 3 - - - AlignCenter - - - - - Regiões de arquivos deslizantes - - - - - 5 - - - AlignCenter - - - - - Região de terminais de autoatendimento, caixas eletrônicos - - - - - 12 - - - AlignCenter - - - - - Áreas técnicas (ver item Áreas Técnicas nesta Tabela) - - - - - 12 - - - AlignCenter - - - - - Centro de processamento de dados (ver Áreas técnicas) - - - - - 12 - - - AlignCenter - - - - - Sala de leitura (sem estantes) - - - - - 3 - - - AlignCenter - - - - - Sala de leitura (com estantes) - - - - - 3 - - - AlignCenter - - - - - Sala com estantes de livros i - - - - - 6 kN/m 2 para estantes até 2,2 m de altura + 2 kN/m 2 por metro de altura de estante que ultrapassar 2,2 m - - - - - Regiões de arquivos deslizantes - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Corredores - - - - - 3 - - - AlignCenter - - - - - Plateia com assentos fixos - - - - - 4 - - - AlignCenter - - - - - Plateia com assentos móveis - - - - - 5 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Acessos, corredores - - - - - 5 - - - AlignCenter - - - - - Plataformas (assembleia) - - - - - 5 - - - AlignCenter - - - - - Palco (área de apresentação) - - - - - 5 - - - AlignCenter - - - - - Acesso exclusivo de pessoas - - - - - 5 - - - AlignCenter - - - - - Área de estandes de exposição - - - - - 10 - - - AlignCenter - - - - - Área de exposição de veículos e equipamentos - - - - - 30 - - - AlignCenter - - - - - Plateia com assentos fixos - - - - - 4 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Acessos, corredores - - - - - 4 - - - AlignCenter - - - - - Refeitórios - - - - - 3 - - - AlignCenter - - - - - Sala de assembleia com assentos fixos - - - - - 4 - - - AlignCenter - - - - - Sala de assembleia com assentos móveis - - - - - 5 - - - AlignCenter - - - - - Academia - - - - - 5 - - - AlignCenter - - - - - Salão de esportes - - - - - 5 - - - AlignCenter - - - - - Salão de danças - - - - - 5 - - - AlignCenter - - - - - Salão de bilhar, sala de jogos - - - - - 3 - - - AlignCenter - - - - - Pista de boliche - - - - - 4 - - - AlignCenter - - - - - Sanitários, vestiários - - - - - 2 - - - AlignCenter - - - - - Cozinhas - - - - - 3 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Corredores - - - - - 3 - - - AlignCenter - - - - - Quadras esportivas - - - - - 5 - - - AlignCenter - - - - - Lavanderias (ver item nesta Tabela) - - - - - - - - - AlignCenter - - - - - Com acesso apenas para manutenção ou inspeção - - - - - 1 - - - AlignCenter - - - - - Com placas de aquecimento solar ou fotovoltaicas - - - - - 1,5 - - - AlignCenter - - - - - Outros usos - - - - - conforme o item pertinente desta Tabela - - - - - Validar caso a caso, respeitando o valor mínimo indicado nesta Tabela - - - - - 3 - - - AlignCenter - - - - - Câmara fria - - - - - 5 - - - AlignCenter - - - - - Validar caso a caso, respeitando o valor mínimo indicado nesta Tabela - - - - - 7,5 kN/m 2 até 2,5 m de altura de estoque + 3 kN/m 2 por metro de altura de estoque excedente - - - AlignCenter - - - - - Locais sujeitos ao acúmulo de mercadorias, incluindo zonas de acesso Materiais de armazenagem - - - - - 7,5 - - - AlignCenter - - - - - Supermercados - - - - - tabela - - - AlignCenter - - - - - Dormitórios - - - - - 1.5 - - - AlignCenter - - - - - Sala, copa, cozinha - - - - - 1,5 - - - AlignCenter - - - - - Sanitários - - - - - 1,5 - - - AlignCenter - - - - - Despensa, área de serviço e lavanderia - - - - - 2 - - - AlignCenter - - - - - Quadras esportivas - - - - - 5 - - - AlignCenter - - - - - Salão de festas, salão de jogos - - - - - 3 - - - AlignCenter - - - - - Áreas de uso comum - - - - - 3 - - - AlignCenter - - - - - Academia - - - - - 3 - - - AlignCenter - - - - - Forro acessíveis apenas para manutenção e sem estoque de materiais - - - - - 0,1 - - - AlignCenter - - - - - Sótão - - - - - 2 - - - AlignCenter - - - - - Corredores dentro de unidades autônomas - - - - - 1,5 - - - AlignCenter - - - - - Corredores de uso comum - - - - - 3 - - - AlignCenter - - - - - Depósitos - - - - - 3 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Jardins (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Salas de uso geral e sanitários - - - - - 2,5 - - - AlignCenter - - - - - Regiões de arquivos deslizantes - - - - - 5 - - - AlignCenter - - - - - Call center - - - - - 3 - - - AlignCenter - - - - - Corredores dentro de unidades autônomas - - - - - 2,5 - - - AlignCenter - - - - - Corredores de uso comum - - - - - 3 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Jardins (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Áreas de produção, processos, manufatura etc. - - - - - - - - - AlignCenter - - - - - Refeitórios - - - - - 3 - - - AlignCenter - - - - - Sanitários, vestiários - - - - - 2 - - - AlignCenter - - - - - Cozinhas - - - - - 3 - - - AlignCenter - - - - - Salas administrativas - - - - - 2.5 - - - AlignCenter - - - - - Corredores - - - - - 3 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Hospitais - - - - - 3 - - - AlignCenter - - - - - Residenciais, hotéis (dentro de unidades autônomas) - - - - - 2,5 - - - AlignCenter - - - - - Residenciais, hotéis (uso comum) - - - - - 3 - - - AlignCenter - - - - - Edifícios comerciais, clubes, escritórios, bibliotecas - - - - - 3 - - - AlignCenter - - - - - Centros de exposição - - - - - 5 - - - AlignCenter - - - - - Centros de convenções e locais de reunião de pessoas, teatros, igrejas - - - - - 5 - - - AlignCenter - - - - - Escolas - - - - - 3 - - - AlignCenter - - - - - Cinemas, centros comerciais, shopping centers - - - - - 4 - - - AlignCenter - - - - - Servindo arquibancadas - - - - - 5 - - - AlignCenter - - - - - Com acesso público - - - - - 3 - - - AlignCenter - - - - - Sem acesso público - - - - - 2,5 - - - AlignCenter - - - - - Auditório com assentos fixos - - - - - 4 - - - AlignCenter - - - - - Auditório com assentos móveis - - - - - 5 - - - AlignCenter - - - - - Corredor - - - - - 3 - - - AlignCenter - - - - - Sala de aula - - - - - 3 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Dormitórios - - - - - 2,5 - - - AlignCenter - - - - - Cafés, restaurantes - - - - - 3 - - - AlignCenter - - - - - Salão de esportes, academia - - - - - 5 - - - AlignCenter - - - - - Salão de danças - - - - - 5 - - - AlignCenter - - - - - Sanitários, vestiários - - - - - 2 - - - AlignCenter - - - - - Cozinhas - - - - - 3 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Laboratórios - - - - - 3 - - - AlignCenter - - - - - Regiões de arquivos deslizantes - - - - - 5 - - - AlignCenter - - - - - Quadras esportivas - - - - - 5 - - - AlignCenter - - - - - Biblioteca (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Acessos, escadas, corredores e plataformas (estações de trens, metrôs, ônibus, portos) - - - - - 5 - - - AlignCenter - - - - - Aeroportos (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Áreas sujeitas ao tráfego de veículos (ver 6.6) - - - - - - - - - AlignCenter - - - - - Acessíveis apenas para manutenção e sem estoque de materiais - - - - - 0,1 - - - AlignCenter - - - - - - - - - AlignCenter - - - - - 5 - - - AlignCenter - - - - - - - - - AlignCenter - - - - - Dormitórios, enfermaria, sala de recuperação, sanitários - - - - - 2 - - - AlignCenter - - - - - Sala de raios X, sala de cirurgia - - - - - 3 - - - AlignCenter - - - - - Laboratório - - - - - 3 - - - AlignCenter - - - - - Corredores - - - - - 3 - - - AlignCenter - - - - - Sala de refeições, café, restaurante - - - - - 3 - - - AlignCenter - - - - - Depósitos - - - - - 20 kN/m2 até 3 m de altura de estoque + 5 kN/m 2 por metro de altura de estoque excedente - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Dormitórios - - - - - 1,5 - - - AlignCenter - - - - - Sanitários dentro de unidades autônomas - - - - - 1,5 - - - AlignCenter - - - - - Demais sanitários, vestiários - - - - - 2 - - - AlignCenter - - - - - Salão de esportes, academia - - - - - 5 - - - AlignCenter - - - - - Salão de festas, salão de jogos - - - - - 3 - - - AlignCenter - - - - - Áreas de uso comum - - - - - 3 - - - AlignCenter - - - - - Corredores de unidades autônomas - - - - - 1,5 - - - AlignCenter - - - - - Corredores de uso comum - - - - - 3 - - - AlignCenter - - - - - Restaurante - - - - - 3 - - - AlignCenter - - - - - Sala de assembleia com assentos fixos - - - - - 4 - - - AlignCenter - - - - - Sala de assembleia com assentos móveis - - - - - 5 - - - AlignCenter - - - - - Cozinhas - - - - - 3 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Lavanderias (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Celas - - - - - 3 - - - AlignCenter - - - - - Corredores - - - - - 3 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Com possibilidade de acesso de pessoas - - - - - 3 - - - AlignCenter - - - - - Sem possibilidade de acesso de pessoas (somente acesso de manutenção) - - - - - 1 - - - AlignCenter - - - - - Incluindo equipamentos - - - - - 3 - - - AlignCenter - - - - - Incluindo equipamentos - - - - - 3 - - - AlignCenter - - - - - Circulações e lojas em geral - - - - - 4 - - - AlignCenter - - - - - Lojas com mezanino metálico (inclui o peso próprio do mezanino e sua carga de uso) - - - - - 7,5 - - - AlignCenter - - - - - Mezanino metálico (apenas carga de uso) - - - - - 2 - - - AlignCenter - - - - - Praça de alimentação - área de público - - - - - 5 - - - AlignCenter - - - - - Praça de alimentação - área de cozinhas e serviços - - - - - 7,5 - - - AlignCenter - - - - - Cinema e teatro (apenas carga de uso, plateia com assentos fixos) - - - - - 4 - - - AlignCenter - - - - - Cinema e teatro (acessos e corredores) - - - - - 4 - - - AlignCenter - - - - - Cinema e teatro (piso que o suporta) - - - - - 12,5 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Região de terminais de autoatendimento, caixas eletrônicos - - - - - 12 - - - AlignCenter - - - - - Supermercados (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Áreas de exposição - - - - - 3 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Acessos, corredores - - - - - 5 - - - AlignCenter - - - - - Salão - - - - - 3 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Depósitos - - - - - 5 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Cozinha (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Salão de vendas com gôndolas, balcões com ou sem refrigeração - - - - - 8 - - - AlignCenter - - - - - Salão de vendas com porta-paletes - - - - - 20 kN/m 2 até 3 m de altura de estoque + 3 kN/m 2 por metro de altura de estoque excedente - - - - - Depósitos (com ou sem porta-paletes) - - - - - 20 kN/m 2 até 3 m de altura de estoque + 5 kN/m 2 por metro de altura de estoque excedente - - - - - Padaria, açougue, peixaria, frios e demais áreas de manipulação de alimentos - - - - - 8 - - - AlignCenter - - - - - Área de caixas (check outs) - - - - - 4 - - - AlignCenter - - - - - Sanitários - - - - - 2 - - - AlignCenter - - - - - Salas administrativas - - - - - 2,5 - - - AlignCenter - - - - - Região de terminais de autoatendimento, caixas eletrônicos - - - - - 12 - - - AlignCenter - - - - - Salas-cofre, salas-forte - - - - - 10 - - - AlignCenter - - - - - Áreas técnicas (ver item nesta Tabela) - - - - - tabela - - - AlignCenter - - - - - Sem acesso público - - - - - 11,5 - - - AlignCenter - - - - - Com acesso público - - - - - 3 - - - AlignCenter - - - - - Residenciais, hotéis, hospitais (uso comum) - - - - - 3 - - - AlignCenter - - - - - Edifícios comerciais, corporativos e de escritórios - - - - - 3 - - - AlignCenter - - - - - Clubes, escolas, bibliotecas - - - - - 3 - - - AlignCenter - - - - - Centros de convenções e locais de reunião de pessoas, teatros, igrejas - - - - - 5 - - - AlignCenter - - - - - Cinemas, centros comerciais, shopping centers - - - - - 4 - - - AlignCenter - - - - - Servindo arquibancadas - - - - - 5 - - - AlignCenter - - - - - - - 40 - 20 - 241 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Carrregamentos Adicionais</span></p></body></html> - - - Qt::AutoText - - - - - - 360 - 20 - 251 - 31 - - - - <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> -<html><head><meta name="qrichtext" content="1" /><style type="text/css"> -p, li { white-space: pre-wrap; } -</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> -<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6120/19 - Tabela 10.</p></body></html> - - - - - - - 0 - 0 - 655 - 21 - - - - - - - - diff --git a/lajes_revisao.py b/lajes_revisao.py deleted file mode 100644 index de48bbb..0000000 --- a/lajes_revisao.py +++ /dev/null @@ -1,713 +0,0 @@ - - - -import sys, os -import math - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import QTableWidget,QTableWidgetItem - -import marcus - - - -class Lajes(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.ui = loadUi('lajes_alt.ui',self) - - self.lado1 = 'livre' - self.lado2 = 'livre' - self.lado3 = 'livre' - self.lado4 = 'livre' - self.label_37.hide() - self.label_38.hide() - self.label_40.hide() - self.label_41.hide() - global caso - caso = '1' - global lx_lage - lx_lage = 'l_menor' - self.lineEdit.setReadOnly(True) - - self.load_signals() - - self.setWindowTitle('Navier - Lajes') - self.show() - - - def load_signals(self): - print('lajes iniciado') - self.pushButton.clicked.connect(self.estado_l1) - self.pushButton_2.clicked.connect(self.estado_l2) - self.pushButton_3.clicked.connect(self.estado_l3) - self.pushButton_4.clicked.connect(self.estado_l4) - self.pushButton.clicked.connect(self.situacao_laje) - self.pushButton_2.clicked.connect(self.situacao_laje) - self.pushButton_3.clicked.connect(self.situacao_laje) - self.pushButton_4.clicked.connect(self.situacao_laje) - - self.pushButton_5.clicked.connect(self.teste) - self.pushButton_6.clicked.connect(self.calcular_laje) - - self.toolButton.clicked.connect(self.revelar_carg_acidental) - - def teste(self): - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - def revelar_carg_acidental(self): - print('oi--') - carga_adicional.show() - - def estado_l1(self): - if self.lado1 == 'livre': - self.lado1 = 'engastado' - pixmap = QPixmap('engv.png') - self.pushButton.setIcon(QIcon(pixmap)) - else: - self.lado1 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - def estado_l2(self): - if self.lado2 == 'livre': - self.lado2 = 'engastado' - pixmap = QPixmap('engh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - else: - self.lado2 = 'livre' - pixmap = QPixmap('livh.png') - self.pushButton_2.setIcon(QIcon(pixmap)) - - def estado_l3(self): - if self.lado3 == 'livre': - self.lado3 = 'engastado' - pixmap = QPixmap('engh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - else: - self.lado3 = 'livre' - pixmap = QPixmap('livh.png') - self.pushButton_3.setIcon(QIcon(pixmap)) - - def estado_l4(self): - if self.lado4 == 'livre': - self.lado4 = 'engastado' - pixmap = QPixmap('engv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - else: - self.lado4 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - def situacao_laje(self): - l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - l4 = self.lado4 - - cota_v1 = self.label_37 - cota_v2 = self.label_40 - cota_h1 = self.label_38 - cota_h2 = self.label_41 - - if (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre'): - global caso - caso = '1' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - global lx_lage - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '2' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') : - caso = '2' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'livre') or (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'livre') or (l1 == 'livre' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado') or (l1 == 'livre' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado'): - caso = '3' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'livre' and l4 == 'engastado'): - caso = '4' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '4' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'livre' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'livre' and l4 == 'engastado'): - caso = '5' - - cota_v1.hide() - cota_v2.hide() - cota_h1.show() - cota_h2.show() - - lx_lage = 'l_maior' - elif (l1 == 'livre' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado') or (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'livre'): - caso = '5' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - elif (l1 == 'engastado' and l2 == 'engastado' and l3 == 'engastado' and l4 == 'engastado'): - caso = '6' - - cota_v1.show() - cota_v2.show() - cota_h1.hide() - cota_h2.hide() - - lx_lage = 'l_menor' - else: - caso='ainda não existe, não sei como você chegou até aqui srsrrsrsrsrsrs' - - - print(caso) - self.lineEdit_6.setText(str(caso)) - - def calcular_laje(self): - lado_maior = float(self.lineEdit_3.text()) - lado_menor = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - - self.lineEdit_7.setText('') - self.lineEdit_9.setText('') - self.lineEdit_8.setText('') - self.lineEdit_10.setText('') - self.lineEdit_16.setText('') - self.lineEdit_14.setText('') - self.lineEdit_15.setText('') - self.lineEdit_16.setText('') - - if lado_maior != 0 and lado_menor != 0 and espes != 0 and d != 0: - lado1 = float(self.lineEdit_3.text()) - lado2 = float(self.lineEdit_4.text()) - espes = float(self.lineEdit_5.text()) - d = float(self.lineEdit_27.text()) - carreg_adicional = float(self.lineEdit_2.text()) - #fck_laje = float(self.comboBox.currentText()) - #fcd_laje = fck_laje/1.4 - #fyk_laje = float(self.comboBox_2.currentText()) - #fyd_laje = fyk_laje/1.15 - - pp = (espes * 25)/100 - self.lineEdit.setText(str(pp)) - - carreg_total = pp + carreg_adicional - #print(caso) - #print(lx_lage) - #---------------------------------- cálculo do Lx baseado no caso do tipo de situação da laje ----------------- - global lx - global lambda_laje - if lx_lage == 'l_menor': - lx = lado2 - lambda_laje = round((lado1/lado2),ndigits=2) - elif lx_lage == 'l_maior': - lx = lado1 - lambda_laje = round((lado2/lado1),ndigits=2) - print(lx_lage) - - - #---------------------------------- definição se a laje é unidirecional ou bidirecional baseado no lambda ----------------- - global tipo_laje - if float(lambda_laje) > 2.001: - tipo_laje = 'UNIDIRECIONAL' - self.laje_unidirecional(carreg_total) - else: - tipo_laje = 'BIDIRECIONAL' - #self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") - - mx = my = nx = ny = '' - - if caso == '1': - caso1 = marcus.caso1 - linhas = len(caso1) - colunas = len(caso1[0]) - - for i in range(linhas): - aux = caso1[i][0] - if lambda_laje == aux: - print(caso1[i]) - mx = caso1[i][2] - my = caso1[i][3] - - print('mx: ',mx) - print('my: ',my) - - if caso == '2': - caso2 = marcus.caso2 - linhas = len(caso2) - colunas = len(caso2[0]) - - for i in range(linhas): - aux = caso2[i][0] - if lambda_laje == aux: - print(caso2[i]) - mx = caso2[i][2] - nx = caso2[i][3] - my = caso2[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '3': - caso3 = marcus.caso3 - linhas = len(caso3) - colunas = len(caso3[0]) - - for i in range(linhas): - aux = caso3[i][0] - if lambda_laje == aux: - print(caso3[i]) - mx = caso3[i][2] - nx = caso3[i][3] - my = caso3[i][4] - ny = caso3[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '4': - caso4 = marcus.caso4 - linhas = len(caso4) - colunas = len(caso4[0]) - - for i in range(linhas): - aux = caso4[i][0] - if lambda_laje == aux: - print(caso4[i]) - mx = caso4[i][2] - nx = caso4[i][3] - my = caso4[i][4] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - - if caso == '5': - caso5 = marcus.caso5 - linhas = len(caso5) - colunas = len(caso5[0]) - - for i in range(linhas): - aux = caso5[i][0] - if lambda_laje == aux: - print(caso5[i]) - mx = caso5[i][2] - nx = caso5[i][3] - my = caso5[i][4] - ny = caso5[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - if caso == '6': - caso6 = marcus.caso6 - linhas = len(caso6) - colunas = len(caso6[0]) - - for i in range(linhas): - aux = caso6[i][0] - if lambda_laje == aux: - print(caso6[i]) - mx = caso6[i][2] - nx = caso6[i][3] - my = caso6[i][4] - ny = caso6[i][5] - - print('mx: ',mx) - print('nx: ',nx) - print('my: ',my) - print('ny: ',ny) - - print(lx) - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - - if caso == '1': - print('caso 1----------------------------------------------------------') - elif caso == '2': - print('caso 2----------------------------------------------------------') - elif caso == '3': - print('caso 3----------------------------------------------------------') - elif caso == '4': - print('caso 4----------------------------------------------------------') - elif caso == '5': - print('caso 5----------------------------------------------------------') - elif caso == '6': - print('caso 6----------------------------------------------------------') - - - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - #else: - # self.lineEdit_16.setText('0') - - ''' - if mx != '': - self.lineEdit_7.setText(str(mx)) - momento_pos_x = ((carreg_total * (lx**2))/mx) - momento_pos_x = round(momento_pos_x,ndigits=4) - self.lineEdit_13.setText(str(momento_pos_x)) - #else: - # self.lineEdit_13.setText('0') - if nx != '': - self.lineEdit_9.setText(str(nx)) - momento_neg_x = round(((carreg_total * (lx**2))/nx),ndigits=4) - self.lineEdit_14.setText(str(momento_neg_x)) - #momento_neg_x = round(momento_neg_x,ndigits=2) - #else: - # self.lineEdit_14.setText('0') - if my != '': - self.lineEdit_8.setText(str(my)) - momento_pos_y = ((carreg_total * (lx**2))/my) - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - #else: - # self.lineEdit_15.setText('0') - if ny != '': - self.lineEdit_10.setText(str(ny)) - momento_neg_y = round(((carreg_total * (lx**2))/ny),ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - #momento_neg_y = round(momento_neg_y,ndigits=2) - #else: - # self.lineEdit_16.setText('0') - ''' - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes") - - - def laje_unidirecional(self,carreg_total): - - #self.lineEdit_7.setText('') - #self.lineEdit_9.setText('') - #self.lineEdit_8.setText('') - #self.lineEdit_10.setText('') - #self.lineEdit_16.setText('') - #self.lineEdit_13.setText('') - #self.lineEdit_14.setText('') - #self.lineEdit_15.setText('') - #self.lineEdit_16.setText('') - - self.lado1 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton.setIcon(QIcon(pixmap)) - - self.lado4 = 'livre' - pixmap = QPixmap('livv.png') - self.pushButton_4.setIcon(QIcon(pixmap)) - - print('unidirecional') - #l1 = self.lado1 - l2 = self.lado2 - l3 = self.lado3 - #l4 = self.lado4 - l1 = l4 = 'livre' - print(carreg_total) - if (l2 == 'livre' and l3 == 'livre'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ll2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/8 - momento_neg_y = 0 - elif (l2 == 'engastado' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_ee2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/24 - momento_neg_y = (carreg_total * (lx**2))/12 - elif (l2 == 'engastado' and l3 == 'livre') or (l2 == 'livre' and l3 == 'engastado'): - self.label_43.setStyleSheet("Background: url('laje_unidirecional_le2.png') no-repeat") - momento_pos_y = (carreg_total * (lx**2))/14.2 - momento_neg_y = (carreg_total * (lx**2))/8 - - print('momento_pos_y: ',momento_pos_y) - print('momento_neg_y: ',momento_neg_y) - - #----------------------------------- enviar resultados de saida ao programa --------------------------------------- - momento_pos_y = round(momento_pos_y,ndigits=4) - self.lineEdit_15.setText(str(momento_pos_y)) - momento_neg_y = round(momento_neg_y,ndigits=4) - self.lineEdit_16.setText(str(momento_neg_y)) - - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - self.lineEdit_11.setText(str(lambda_laje)) - self.label_16.setText(str(tipo_laje)) - self.lineEdit_12.setText(str(carreg_total)) - - self.resultados_laje() - - def truncar(self,x): - aux = '{:.9f}'.format(x) - return aux - - def resultados_laje(self): - fck_laje = float(self.comboBox.currentText()) - fcd_laje = fck_laje/1.4 - fyk_laje = float(self.comboBox_2.currentText()) - fyd_laje = fyk_laje/1.15 - espes = float(self.lineEdit_5.text()) - - area_concreto_laje = round(((espes/100)*1000000),ndigits=4) - - ro_armad_minima = 0 - if fck_laje == 20: - ro_armad_minima = 0.15/100 - elif fck_laje == 25: - ro_armad_minima = 0.15/100 - elif fck_laje == 30: - ro_armad_minima = 0.15/100 - elif fck_laje == 35: - ro_armad_minima = 0.164/100 - elif fck_laje == 40: - ro_armad_minima = 0.179/100 - - armad_max_laje = (0.4/100)*area_concreto_laje - armad_neg_min = ro_armad_minima*area_concreto_laje - armad_pos_cruz = round(0.67*(ro_armad_minima*area_concreto_laje), ndigits=2) - armad_princ_unid = ro_armad_minima*area_concreto_laje - armad_secnd_unid = max((0.2*armad_princ_unid), (90), (0.5*(ro_armad_minima*area_concreto_laje))) - - - mx = self.lineEdit_13.text() - if mx == '': - self.lineEdit_13.setText('0') - - my = self.lineEdit_15.text() - if my == '': - self.lineEdit_15.setText('0') - - nx = self.lineEdit_14.text() - if nx == '': - self.lineEdit_14.setText('0') - - ny = self.lineEdit_16.text() - if ny == '': - self.lineEdit_16.setText('0') - - fck_laje = float(self.comboBox.currentText()) - fyk_laje = float(self.comboBox_2.currentText()) - fcd_laje = fck_laje* 1000000/1.4 - fyd_laje = fyk_laje* 1000000/1.15 - d_laje = float(self.lineEdit_27.text()) - espes = float(self.lineEdit_5.text()) - - #------------------------------------------enxerto----------------------- - - mx = float(self.lineEdit_13.text()) - my = float(self.lineEdit_15.text()) - nx = float(self.lineEdit_14.text()) - ny = float(self.lineEdit_16.text()) - #print('mx: ',mx) - #print('nx: ',nx) - #print('my: ',my) - #print('ny: ',ny) - mk_x = mx - mk_y = my - - nk_x = nx - nk_y = ny - - - md_x = round(1.4 * mk_x, ndigits = 4) - kmd_x_laje = (md_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje = (1 - math.sqrt(1 - 2*kmd_x_laje))/0.8 - kz_x_laje = 1 - 0.4 * kx_x_laje - - as_x_laje = (md_x * 1000/ (kz_x_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_x: ', md_x) - print('kmd_x_laje: ', kmd_x_laje) - print('kx_x_laje: ', kx_x_laje) - print('kz_x_laje: ', kz_x_laje) - print('as_x_laje: ', as_x_laje) - - md_y = round(1.4 * mk_y, ndigits = 4) - kmd_y_laje = (md_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje = (1 - math.sqrt(1 - 2*kmd_y_laje))/0.8 - kz_y_laje = 1 - 0.4 * kx_y_laje - - as_y_laje = (md_y * 1000/ (kz_y_laje * (d_laje/100) * fyd_laje))*1000000 - - print('md_y: ', md_y) - print('kmd_y_laje: ', kmd_y_laje) - print('kx_y_laje: ', kx_y_laje) - print('kz_y_laje: ', kz_y_laje) - print('as_y_laje: ', as_y_laje) - - - nd_x = round(1.4 * nk_x, ndigits = 4) - kmd_x_laje_n = (nd_x * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_x_laje_n = (1 - math.sqrt(1 - 2*kmd_x_laje_n))/0.8 - kz_x_laje_n = 1 - 0.4 * kx_x_laje_n - - as_x_laje_n = (nd_x * 1000/ (kz_x_laje_n * (d_laje/100) * fyd_laje))*1000000 - - - nd_y = round(1.4 * nk_y, ndigits = 4) - kmd_y_laje_n = (nd_y * 1000)/(1 * ((d_laje/100)**2) * 0.85 * (fcd_laje)) - kx_y_laje_n = (1 - math.sqrt(1 - 2*kmd_y_laje_n))/0.8 - kz_y_laje_n = 1 - 0.4 * kx_y_laje_n - - as_y_laje_n = (nd_x * 1000/ (kz_y_laje_n * (d_laje/100) * fyd_laje))*1000000 - - #------------------------------------------ saida de dados ------------------------------------ - kmd_x_laje = self.truncar(kmd_x_laje) - kx_x_laje = self.truncar(kx_x_laje) - kz_x_laje = self.truncar(kz_x_laje) - as_x_laje = self.truncar(as_x_laje) - - kmd_y_laje = self.truncar(kmd_y_laje) - kx_y_laje = self.truncar(kx_y_laje) - kz_y_laje = self.truncar(kz_y_laje) - as_y_laje = self.truncar(as_y_laje) - ''' - kmd_x_laje_n = self.truncar(kmd_x_laje_n) - kx_x_laje_n = self.truncar(kx_x_laje_n) - kz_x_laje_n = self.truncar(kz_x_laje_n) - as_x_laje_n = self.truncar(as_x_laje_n) - - kmd_y_laje_n = self.truncar(kmd_y_laje_n) - kx_y_laje_n = self.truncar(kx_y_laje_n) - kz_y_laje_n = self.truncar(kz_y_laje_n) - as_y_laje_n = self.truncar(as_y_laje_n) - ''' - - self.lineEdit_17.setText(str(md_x)) - self.lineEdit_18.setText(str(kmd_x_laje)) - self.lineEdit_19.setText(str(kx_x_laje)) - self.lineEdit_20.setText(str(kz_x_laje)) - self.lineEdit_21.setText(str(as_x_laje)) - - self.lineEdit_22.setText(str(md_y)) - self.lineEdit_24.setText(str(kmd_y_laje)) - self.lineEdit_25.setText(str(kx_y_laje)) - self.lineEdit_26.setText(str(kz_y_laje)) - self.lineEdit_23.setText(str(as_y_laje)) - ''' - self.lineEdit_28.setText(str(nd_x)) - self.lineEdit_29.setText(str(kmd_x_laje_n)) - self.lineEdit_30.setText(str(kx_x_laje_n)) - self.lineEdit_31.setText(str(kz_x_laje_n)) - self.lineEdit_32.setText(str(as_x_laje_n)) - - self.lineEdit_37.setText(str(nd_y)) - self.lineEdit_34.setText(str(kmd_y_laje_n)) - self.lineEdit_36.setText(str(kx_y_laje_n)) - self.lineEdit_35.setText(str(kz_y_laje_n)) - self.lineEdit_33.setText(str(as_y_laje_n)) - ''' - - - - self.lineEdit_38.setText(str(area_concreto_laje)) - self.lineEdit_39.setText(str(ro_armad_minima*100)) - self.lineEdit_42.setText(str(armad_max_laje)) - self.lineEdit_40.setText(str(armad_neg_min)) - self.lineEdit_41.setText(str(armad_pos_cruz)) - self.lineEdit_43.setText(str(armad_princ_unid)) - self.lineEdit_44.setText(str(armad_secnd_unid)) - - if tipo_laje == 'UNIDIRECIONAL': - self.label_44.setText('Distribuição') - if float(as_y_laje) < armad_princ_unid: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - if tipo_laje == 'BIDIRECIONAL': - if float(as_x_laje) < armad_pos_cruz: - self.label_44.setText('Mínima') - else: - self.label_44.setText('') - - if float(as_y_laje) < armad_pos_cruz: - self.label_45.setText('Mínima') - else: - self.label_45.setText('') - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - lajes = Lajes() - - app.exec_() diff --git a/lajes_view.png b/lajes_view.png deleted file mode 100644 index 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99.86, 34.76 ], -[0.60, 0.115, 94.94, 34.18 ], -[0.61, 0.122, 90.40, 33.64 ], -[0.62, 0.129, 86.20, 33.13 ], -[0.63, 0.136, 82.30, 32.66 ], -[0.64, 0.144, 78.68, 32.23 ], -[0.65, 0.151, 75.32, 31.82 ], -[0.66, 0.159, 72.19, 31.44 ], -[0.67, 0.168, 69.27, 31.09 ], -[0.68, 0.176, 66.54, 30.99 ], -[0.69, 0.185, 63.99, 30.46 ], -[0.70, 0.194, 61.60, 30.18 ], -[0.71, 0.203, 59.37, 29.93 ], -[0.72, 0.212, 57.27, 29.69 ], -[0.73, 0.221, 55.29, 29.47 ], -[0.74, 0.231, 53.44, 29.26 ], -[0.75, 0.240, 51.69, 29.07 ], -[0.76, 0.250, 50.04, 28.90 ], -[0.77, 0.260, 48.48, 28.74 ], -[0.78, 0.270, 47.01, 28.60 ], -[0.79, 0.280, 45.61, 28.46 ], -[0.80, 0.290, 44.29, 28.34 ], -[0.81, 0.301, 43.03, 28.23 ], -[0.82, 0.311, 41.84, 28.13 ], -[0.83, 0.322, 40.70, 28.04 ], -[0.84, 0.332, 39.62, 27.96 ], -[0.85, 0.343, 38.59, 27.88 ], -[0.86, 0.354, 37.61, 27.81 ], -[0.87, 0.364, 36.67, 27.75 ], -[0.88, 0.375, 35.77, 27.70 ], -[0.89, 0.385, 34.91, 27.65 ], -[0.90, 0.396, 34.09, 27.61 ], -[0.91, 0.407, 33.30, 27.57 ], -[0.92, 0.417, 32.54, 27.54 ], -[0.93, 0.428, 31.81, 27.51 ], -[0.94, 0.438, 31.11, 27.49 ], -[0.95, 0.449, 30.44, 27.47 ], -[0.96, 0.459, 29.79, 27.45 ], -[0.97, 0.469, 29.17, 27.44 ], -[0.98, 0.480, 28.57, 27.43 ], -[0.99, 0.490, 27.99, 27.43 ], -[1.00, 0.500, 27.43, 27.43 ], -[1.00, 0.500, 27.43, 27.43], -[1.01, 0.510, 26.89, 27.43], -[1.02, 0.520, 26.37, 27.43], -[1.03, 0.529, 25.87, 27.44], -[1.04, 0.539, 25.38, 27.45], -[1.05, 0.549, 24.91, 27.47], -[1.06, 0.558, 24.46, 27.48], -[1.07, 0.567, 24.02, 27.50], -[1.08, 0.576, 23.60, 27.52], -[1.09, 0.585, 23.19, 27.55], -[1.10, 0.594, 22.79, 27.57], -[1.11, 0.603, 22.41, 27.61], -[1.12, 0.611, 22.03, 27.64], -[1.13, 0.620, 21.67, 27.67], -[1.14, 0.628, 21.32, 27.71], -[1.15, 0.636, 20.99, 27.76], -[1.16, 0.644, 20.66, 27.80], -[1.17, 0.652, 20.34, 27.85], -[1.18, 0.660, 20.04, 27.90], -[1.19, 0.667, 19.74, 27.95], -[1.20, 0.675, 19.45, 28.01], -[1.21, 0.682, 19.17, 28.07], -[1.22, 0.689, 18.90, 28.13], -[1.23, 0.696, 18.64, 28.20], -[1.24, 0.703, 18.39, 28.27], -[1.25, 0.709, 18.14, 28.34], -[1.26, 0.716, 17.90, 28.42], -[1.27, 0.722, 17.67, 28.50], -[1.28, 0.729, 17.44, 28.58], -[1.29, 0.735, 17.23, 28.67], -[1.30, 0.741, 17.01, 28.76], -[1.31, 0.746, 16.81, 28.85], -[1.32, 0.752, 16.61, 28.94], -[1.33, 0.758, 16.42, 29.04], -[1.34, 0.763, 16.23, 29.14], -[1.35, 0.769, 16.05, 29.25], -[1.36, 0.774, 15.87, 29.36], -[1.37, 0.779, 15.70, 29.47], -[1.38, 0.784, 15.53, 29.58], -[1.39, 0.789, 15.37, 29.70], -[1.40, 0.793, 15.21, 29.82], -[1.41, 0.798, 15.06, 29.95], -[1.42, 0.803, 14.91, 30.07], -[1.43, 0.807, 14.77, 30.20], -[1.44, 0.811, 14.63, 30.34], -[1.45, 0.815, 14.49, 30.47], -[1.46, 0.820, 14.36, 30.61], -[1.47, 0.824, 14.23, 30.76], -[1.48, 0.827, 14.11, 30.90], -[1.49, 0.831, 13.99, 31.05], -[1.50, 0.835, 13.87, 31.21], -[1.50, 0.835, 13.87, 31.21], -[1.51, 0.839, 13.75, 31.36], -[1.52, 0.842, 13.64, 31.52], -[1.53, 0.846, 13.53, 31.68], -[1.54, 0.849, 13.43, 31.85], -[1.55, 0.852, 13.32, 32.01], -[1.56, 0.855, 13.22, 32.18], -[1.57, 0.859, 13.13, 32.36], -[1.58, 0.862, 13.03, 32.53], -[1.59, 0.865, 12.94, 32.71], -[1.60, 0.868, 12.85, 32.80], -[1.61, 0.870, 12.76, 33.08], -[1.62, 0.873, 12.68, 33.27], -[1.63, 0.876, 12.59, 33.46], -[1.64, 0.878, 12.51, 33.65], -[1.65, 0.881, 12.43, 33.85], -[1.66, 0.884, 12.35, 34.04], -[1.67, 0.886, 12.28, 34.24], -[1.68, 0.888, 12.21, 34.45], -[1.69, 0.891, 12.13, 34.65], -[1.70, 0.893, 12.06, 34.87], -[1.71, 0.895, 12.00, 35.08], -[1.72, 0.897, 11.93, 35.29], -[1.73, 0.899, 11.86, 35.51], -[1.74, 0.902, 11.80, 35.73], -[1.75, 0.904, 11.74, 35.95], -[1.76, 0.906, 11.68, 36.17], -[1.77, 0.907, 11.62, 36.40], -[1.78, 0.909, 11.56, 36.63], -[1.79, 0.911, 11.51, 36.86], -[1.80, 0.913, 11.45, 37.10], -[1.81, 0.915, 11.40, 37.33], -[1.82, 0.916, 11.34, 37.58], -[1.83, 0.918, 11.29, 37.82], -[1.84, 0.920, 11.24, 38.06], -[1.85, 0.921, 11.19, 38.31], -[1.86, 0.923, 11.15, 38.56], -[1.87, 0.924, 11.10, 38.81], -[1.88, 0.926, 11.05, 39.07], -[1.89, 0.927, 11.01, 39.32], -[1.90, 0.929, 10.96, 39.58], -[1.91, 0.930, 10.92, 39.84], -[1.92, 0.931, 10.88, 40.10], -[1.93, 0.933, 10.84, 40.37], -[1.94, 0.934, 10.80, 40.63], -[1.95, 0.935, 10.76, 40.91], -[1.96, 0.936, 10.72, 41.18], -[1.97, 0.938, 10.68, 41.45], -[1.98, 0.939, 10.64, 41.73], -[1.99, 0.940, 10.60, 42.01], -[2.00, 0.941, 10.57, 42.29],]) - - - -caso2 = np.array([ -[0.50, 0.135, 140.93, 59.20, 45.13], -[0.51, 0.145, 132.95, 55.31, 44.11], -[0.52, 0.154, 125.68, 51.77, 43.22], -[0.53, 0.165, 119.03, 48.56, 42.38], -[0.54, 0.175, 112.94, 45.64, 41.60], -[0.55, 0.186, 107.35, 42.97, 40.88], -[0.56, 0.197, 102.20, 40.54, 40.21], -[0.57, 0.209, 97.46, 38.32, 39.60], -[0.58, 0.220, 93.08, 36.28, 39.03], -[0.59, 0.232, 89.03, 34.41, 38.51], -[0.60, 0.245, 85.28, 32.69, 38.04], -[0.61, 0.257, 81.79, 31.11, 37.60], -[0.62, 0.270, 78.55, 29.66, 37.20], -[0.63, 0.282, 75.53, 28.31, 36.83], -[0.64, 0.295, 72.71, 27.07, 36.49], -[0.65, 0.308, 70.07, 25.93, 36.19], -[0.66, 0.322, 67.60, 24.86, 35.92], -[0.67, 0.335, 65.28, 23.88, 35.67], -[0.68, 0.348, 63.10, 22.97, 35.44], -[0.69, 0.362, 61.05, 22.12, 35.25], -[0.70, 0.375, 59.12, 21.33, 35.07], -[0.71, 0.388, 57.30, 20.59, 34.92], -[0.72, 0.402, 55.58, 19.91, 34.78], -[0.73, 0.415, 53.95, 19.27, 34.67], -[0.74, 0.428, 52.41, 18.67, 34.57], -[0.75, 0.442, 50.94, 18.11, 34.50], -[0.76, 0.455, 49.56, 17.59, 34.44], -[0.77, 0.468, 48.24, 17.10, 34.39], -[0.78, 0.481, 46.98, 16.64, 34.36], -[0.79, 0.493, 45.79, 16.21, 34.35], -[0.80, 0.506, 44.65, 15.81, 34.35], -[0.81, 0.518, 43.56, 15.43, 34.36], -[0.82, 0.531, 42.53, 15.08, 34.39], -[0.83, 0.543, 41.54, 14.74, 34.42], -[0.84, 0.554, 40.60, 14.43, 34.48], -[0.85, 0.566, 39.69, 14.13, 34.54], -[0.86, 0.578, 38.83, 13.85, 34.62], -[0.87, 0.589, 38.01, 13.59, 34.70], -[0.88, 0.600, 97.22, 13.34, 34.80], -[0.89, 0.611, 96.46, 13.10, 34.91], -[0.90, 0.621, 95.73, 12.88, 35.03], -[0.91, 0.632, 35.04, 12.67, 35.16], -[0.92, 0.642, 34.37, 12.47, 35.29], -[0.93, 0.652, 33.73, 12.28, 35.44], -[0.94, 0.661, 33.12, 12.10, 35.60], -[0.95, 0.671, 32.53, 11.93, 35.77], -[0.96, 0.680, 31.97, 11.77, 35.95], -[0.97, 0.689, 31.43, 11.61, 36.13], -[0.98, 0.697, 30.91, 11.47, 36.33], -[0.99, 0.706, 30.41, 11.33, 36.53], -[1.00, 0.714, 29.93, 11.20, 36.74], -[ 1.00, 0.714, 29.93, 11.20, 36], -[ 1.02, 0.730, 29.02, 10.96, 37], -[ 1.04, 0.745, 28.18, 10.73, 37], -[ 1.06, 0.759, 27.41, 10.53, 38], -[ 1.08, 0.773, 26.69, 10.35, 38], -[ 1.10, 0.785, 26.02, 10.18, 39], -[ 1.12, 0.797, 25.40, 10.03, 39], -[1.14, 0.808, 24.83, 9.89, 40.55], -[1.16, 0.819, 24.29, 9.77, 41.21], -[1.18, 0.829, 23.79, 9.65, 41.90], -[1.20, 0.838, 23.33, 9.45, 42.62], -[1.22, 0.847, 22.89, 9.44, 43.36], -[1.24, 0.855, 22.49, 9.35, 44.13], -[1.26, 0.863, 22.11, 9.27, 44.93], -[1.28, 0.870, 21.75, 9.19, 45.75], -[1.30, 0.877, 21.42, 9.12, 46.59], -[1.32, 0.884, 21.11, 9.05, 47.46], -[1.34, 0.889, 20.82, 8.99, 48.34], -[1.36, 0.895, 20.54, 8.93, 49.26], -[1.38, 0.901, 20.28, 8.88, 50.20], -[1.40, 0.906, 20.04, 8.83, 51.15], -[1.42, 0.910, 19.81, 8.79, 52.14], -[1.44, 0.915, 19.59, 8.74, 53.14], -[1.46, 0.919, 19.39, 8.70, 54.16], -[1.48, 0.923, 19.20, 8.67, 55.21], -[1.50, 0.927, 19.01, 8.63, 56.28], -[1.52, 0.930, 18.84, 8.60, 57.36], -[1.54, 0.934, 18.68, 8.57, 58.47], -[1.56, 0.937, 18.52, 8.54, 59.60], -[1.58, 0.940, 18.37, 8.51, 60.74], -[1.60, 0.942, 18.23, 8.49, 61.91], -[1.62, 0.945, 18.10, 8.46, 63.11], -[1.64, 0.948, 17.97, 8.44, 64.31], -[1.66, 0.950, 17.85, 8.42, 65.53], -[1.68, 0.952, 17.74, 8.40, 66.78], -[1.70, 0.954, 17.63, 8.38, 68.04], -[1.72, 0.956, 17.52, 8.36, 69.33], -[1.74, 0.958, 17.42, 8.35, 70.63], -[1.76, 0.960, 17.33, 8.33, 71.96], -[1.78, 0.962, 17.25, 8.32, 73.30], -[1.80, 0.963, 17.15, 8.30, 74.65], -[1.82, 0.965, 17.07, 8.29, 76.03], -[1.84, 0.966, 16.99, 8.28, 77.42], -[1.86, 0.968, 16.91, 8.27, 78.85], -[1.88, 0.969, 16.84, 8.26, 80.27], -[1.90, 0.970, 16.77, 8.24, 81.73], -[1.92, 0.971, 16.70, 8.23, 83.18], -[1.94, 0.972, 16.64, 8.23, 84.67], -[1.96, 0.974, 16.57, 8.22, 86.19], -[1.98, 0.975, 16.51, 8.21, 87.70], -[2.00, 0.976, 16.46, 8.20, 89.22],]) - - -caso3 = np.array([ -[1.00, 0.500, 37.14, 16.00, 37.14, 16.00], -[1.01, 0.510, 36.42, 15.69, 37.15, 16.00], -[1.02, 0.520, 35.72, 15.39, 37.16, 16.01], -[1.03, 0.529, 35.05, 15.11, 37.19, 16.03], -[1.04, 0.539, 34.42, 14.84, 37.22, 16.05], -[1.05, 0.549, 33.81, 14.58, 37.27, 16.08], -[1.06, 0.558, 33.21, 14.34, 27.32, 16.11], -[1.07, 0.567, 32.65, 14.10, 37.38, 16.15], -[1.08, 0.576, 32.11, 13.88, 37.45, 16.19], -[1.09, 0.585, 31.59, 13.67, 37.53, 16.24], -[1.10, 0.594, 31.09, 13.46, 37.61, 16.29], -[1.11, 0.603, 30.61, 13.27, 37.71, 16.35], -[1.12, 0.611, 30.14, 13.08, 37.81, 16.41], -[1.13, 0.620, 29.70, 12.91, 37.92, 16.48], -[1.14, 0.628, 29.27, 12.74, 38.04, 16.55], -[1.15, 0.636, 28.85, 12.57, 38.16, 16.63], -[1.16, 0.644, 28.46, 12.42, 38.29, 16.71], -[1.17, 0.652, 28.08, 12.27, 38.43, 16.79], -[1.18, 0.660, 27.71, 12.13, 38.58, 16.88], -[1.19, 0.667, 27.35, 11.99, 38.73, 16.98], -[1.20, 0.674, 27.00, 11.85, 38.89, 17.07], -[1.21, 0.682, 26.68, 11.73, 39.06, 17.18], -[1.22, 0.690, 26.36, 11.61, 39.23, 17.28], -[1.23, 0.696, 26.05, 11.49, 39.41, 17.39], -[1.24, 0.703, 25.75, 11.38, 39.59, 17.50], -[1.25, 0.709, 25.46, 11.28, 39.78, 17.62], -[1.26, 0.716, 25.18, 11.17, 39.98, 17.74], -[1.27, 0.722, 24.92, 11.07, 40.19, 17.86], -[1.28, 0.729, 24.66, 10.98, 40.40, 17.99], -[1.29, 0.735, 24.40, 10.89, 40.61, 18.12], -[1.30, 0.741, 24.16, 10.80, 40.83, 18.25], -[1.31, 0.746, 23.93, 10.72, 41.06, 18.39], -[1.32, 0.752, 23.70, 10.63, 41.29, 18.53], -[1.33, 0.758, 23.48, 10.56, 41.53, 18.67], -[1.34, 0.763, 23.26, 10.48, 41.77, 18.82], -[1.35, 0.769, 23.06, 10.41, 42.02, 18.97], -[1.36, 0.774, 22.86, 10.34, 42.28, 19.12], -[1.37, 0.779, 22.66, 10.27, 42.54, 19.28], -[1.38, 0.784, 22.48, 10.21, 42.80, 19.43], -[1.39, 0.789, 22.29, 10.14, 43.07, 19.60], -[1.40, 0.793, 22.12, 10.08, 43.35, 19.76], -[1.41, 0.798, 21.95, 10.02, 43.63, 19.93], -[1.42, 0.803, 21.78, 9.97, 43.92, 20.10], -[1.43, 0.807, 21.62, 9.91, 44.21, 20.27], -[1.44, 0.811, 21.46, 9.86, 44.50, 20.45], -[1.45, 0.815, 21.31, 9.81, 44.80, 20.62], -[1.46, 0.820, 21.16, 9.76, 45.11, 20.80], -[1.47, 0.824, 21.02, 9.71, 45.42, 20.99], -[1.48, 0.827, 20.88, 9.67, 45.74, 21.17], -[1.49, 0.831, 20.75, 9.62, 46.06, 21.36], -[1.50, 0.835, 20.61, 9.38, 46.38, 21.55], -[1.50, 0.835, 20.61, 9.58, 46.38, 21.55], -[1.51, 0.839, 20.49, 9.54, 46.71, 21.75], -[1.52, 0.842, 20.36, 9.50, 47.05, 21.94], -[1.53, 0.846, 20.24, 9.46, 47.38, 22.14], -[1.54, 0.849, 20.12, 9.42, 47.73, 22.34], -[1.55, 0.852, 20.01, 9.39, 48.07, 22.55], -[1.56, 0.855, 19.90, 9.35, 48.43, 22.76], -[1.57, 0.859, 19.79, 9.32, 48.78, 22.96], -[1.58, 0.862, 19.69, 9.28, 49.14, 23.17], -[1.59, 0.865, 19.58, 9.25, 49.51, 23.09], -[1.60, 0.868, 19.48, 9.22, 49.88, 23.60], -[1.61, 0.870, 19.39, 9.19, 50.25, 23.82], -[1.62, 0.873, 19.29, 9.16, 52.63, 24.04], -[1.63, 0.876, 19.20, 9.13, 51.01, 24.26], -[1.64, 0.878, 19.11, 9.11, 51.40, 24.49], -[1.65, 0.881, 19.02, 9.08, 51.79, 24.72], -[1.66, 0.884, 18.94, 9.05, 52.19, 24.95], -[1.67, 0.886, 18.86, 9.03, 52.58, 25.18], -[1.68, 0.888, 18.77, 9.00, 52.99, 25.41], -[1.69, 0.891, 18.70, 8.98, 53.39, 25.65], -[1.70, 0.893, 18.62, 8.96, 53.81, 25.89], -[1.71, 0.895, 18.54, 8.93, 54.22, 26.13], -[1.72, 0.897, 18.47, 8.91, 54.64, 26.37], -[1.73, 0.899, 18.40, 8.89, 55.07, 26.61], -[1.74, 0.902, 18.33, 8.87, 55.49, 26.86], -[1.75, 0.904, 18.26, 8.85, 55.92, 27.11], -[1.76, 0.906, 18.18, 8.83, 56.36, 27.36], -[1.77, 0.907, 18.13, 8.81, 56.80, 27.61], -[1.78, 0.909, 18.07, 8.80, 57.24, 27.87], -[1.79, 0.911, 18.00, 8.78, 57.68, 28.13], -[1.80, 0.913, 17.94, 8.76, 58.14, 28.39], -[1.81, 0.915, 17.88, 8.74, 58.59, 28.65], -[1.82, 0.916, 17.83, 8.73, 59.05, 28.91], -[1.83, 0.918, 17.77, 8.71, 59.51, 29.18], -[1.84, 0.920, 17.72, 8.70, 59.97, 29.44], -[1.85, 0.921, 17.66, 8.68, 60.44, 29.72], -[1.86, 0.923, 17.61, 8.67, 60.92, 29.99], -[1.87, 0.924, 17.56, 8.65, 61.39, 30.26], -[1.88, 0.926, 17.51, 8.64, 61.88, 30.54], -[1.89, 0.927, 17.46, 8.63, 62.36, 30.81], -[1.90, 0.929, 17.41, 8.61, 62.85, 31.09], -[1.91, 0.930, 17.36, 8.60, 63.34, 31.38], -[1.92, 0.931, 17.32, 8.59, 63.83, 31.66], -[1.93, 0.933, 17.27, 8.58, 64.33, 31.94], -[1.94, 0.934, 17.23, 8.56, 64.83, 32.23], -[1.95, 0.935, 17.18, 8.55, 65.34, 32.52], -[1.96, 0.936, 17.14, 8.54, 65.84, 32.81], -[1.97, 0.938, 17.10, 8.53, 66.36, 33.10], -[1.98, 0.939, 17.06, 8.52, 66.88, 33.40], -[1.99, 0.940, 17.02, 8.51, 67.39, 33.70], -[2.00, 0.941, 16.93, 8.50, 67.92, 34.00],]) - - -caso5 = np.array([ -[0.50, 0.111, 246.52, 108.00, 71.43, 36.00], -[0.51, 0.119, 230.76, 100.70, 69.53, 34.92], -[0.52, 0.127, 216.51, 95.07, 67.77, 33.91], -[0.53, 0.136, 203.52, 88.05, 66.13, 32.97], -[0.54, 0.145, 191.66, 82.56, 64.60, 32.10], -[0.55, 0.155, 180.83, 77.57, 63.18, 31.29], -[0.56, 0.164, 170.91, 73.01, 61.86, 30.53], -[0.57, 0.174, 161.79, 68.84, 60.63, 29.82], -[0.58, 0.184, 153.42, 65.02, 59.49, 29.16], -[0.59, 0.195, 145.72, 61.52, 58.42, 28.55], -[0.60, 0.206, 138.61, 58.30, 57.43, 27.98], -[0.61, 0.217, 132.05, 55.34, 56.52, 27.45], -[0.62, 0.228, 125.98, 52.61, 55.67, 26.96], -[0.63, 0.239, 120.36, 50.09, 54.88, 26.51], -[0.64, 0.251, 115.15, 47.76, 54.15, 26.08], -[0.65, 0.263, 110.30, 45.61, 53.48, 25.69], -[0.66, 0.275, 105.81, 43.62, 52.85, 25.33], -[0.67, 0.287, 101.61, 41.77, 52.28, 25.00], -[0.68, 0.299, 97.70, 40.06, 51.76, 24.70], -[0.69, 0.312, 94.06, 38.47, 51.28, 24.42], -[0.70, 0.324, 90.65, 36.99, 50.84, 24.17], -[0.71, 0.337, 87.46, 35.61, 50.45, 23.93], -[0.72, 0.349, 84.48, 34.33, 50.09, 23.73], -[0.73, 0.362, 81.68, 33.13, 49.77, 23.54], -[0.74, 0.375, 82.05, 32.48, 49.05, 23.37], -[0.75, 0.387, 76.58, 30.96, 49.23, 23.22], -[0.76, 0.400, 74.26, 29.98, 49.00, 23.09], -[0.77, 0.413, 72.08, 29.07, 48.81, 22.98], -[0.78, 0.425, 70.02, 28.21, 48.65, 22.88], -[0.79, 0.438, 68.08, 27.40, 48.51, 22.80], -[0.80, 0.450, 66.24, 26.65, 48.40, 22.74], -[0.81, 0.463, 64.51, 25.94, 48.32, 22.69], -[0.82, 0.475, 62.88, 25.27, 48.26, 22.65], -[0.83, 0.487, 61.33, 24.64, 48.22, 22.63], -[0.84, 0.499, 59.86, 24.05, 48.21, 22.63], -[0.85, 0.511, 58.47, 23.49, 48.22, 22.63], -[0.86, 0.522, 57.15, 22.97, 48.25, 22.65], -[0.87, 0.543, 55.90, 22.47, 48.30, 22.68], -[0.88, 0.545, 54.71, 22.00, 48.37, 22.72], -[0.89, 0.558, 53.58, 21.56, 48.46, 22.77], -[0.90, 0.567, 52.51, 21.14, 48.57, 22.84], -[0.91, 0.578, 51.49, 20.75, 48.69, 22.91], -[0.92, 0.589, 50.51, 20.37, 48.83, 22.99], -[0.93, 0.599, 49.59, 20.02, 48.99, 23.09], -[0.94, 0.610, 48.70, 19.68, 49.17, 23.19], -[0.95, 0.620, 47.86, 19.37, 49.06, 13.30], -[0.96, 0.629, 47.06, 19.06, 49.57, 23.42], -[0.97, 0.639, 46.29, 18.78, 49.80, 23.56], -[0.98, 0.648, 45.55, 18.50, 50.04, 23.70], -[0.99, 0.658, 44.85, 18.25, 50.29, 23.84], -[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], -[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], -[1.02, 0.684, 42.92, 17.54, 51.14, 24.33], -[1.04, 0.700, 41.77, 17.13, 51.76, 24.70], -[1.06, 0.716, 40.71, 16.75, 52.44, 25.10], -[1.08, 0.731, 39.74, 16.41, 53.18, 25.52], -[1.10, 0.745, 38.84, 16.10, 53.95, 25.97], -[1.12, 0.759, 38.01, 15.81, 54.78, 26.45], -[1.14, 0.772, 37.25, 15.55, 55.64, 26.95], -[1.16, 0.784, 36.54, 15.31, 56.55, 27.47], -[1.18, 0.795, 35.88, 15.09, 57.50, 28.02], -[1.20, 0.806, 35.27, 14.89, 58.50, 28.59], -[1.22, 0.816, 34.70, 14.71, 59.53, 29.19], -[1.24, 0.825, 34.17, 14.54, 60.60, 29.80], -[1.26, 0.834, 33.68, 14.38, 61.71, 30.44], -[1.28, 0.843, 33.22, 14.23, 62.85, 31.10], -[1.30, 0.851, 32.79, 14.10, 64.03, 31.77], -[1.32, 0.859, 32.38, 13.98, 65.25, 32.47], -[1.34, 0.866, 32.01, 13.86, 66.50, 33.18], -[1.36, 0.872, 31.65, 13.75, 66.78, 33.92], -[1.38, 0.879, 31.02, 13.65, 69.10, 34.67], -[1.40, 0.885, 31.01, 13.56, 70.45, 35.44], -[1.42, 0.890, 30.72, 13.47, 71.83, 36.23], -[1.44, 0.896, 30.44, 13.39, 73.24, 37.03], -[1.46, 0.901, 30.18, 13.32, 74.69, 37.86], -[1.48, 0.906, 29.94, 13.25, 76.17, 38.70], -[1.50, 0.910, 29.71, 13.18, 77.67, 39.55], -[1.52, 0.914, 29.49, 13.12, 79.20, 40.43], -[1.54, 0.918, 29.28, 13.07, 80.77, 41.32], -[1.56, 0.922, 29.09, 13.01, 82.36, 12.22], -[1.58, 0.926, 28.90, 12.96, 83.98, 43.14], -[1.60, 0.929, 28.73, 12.91, 85.64, 44.08], -[1.62, 0.932, 28.56, 12.87, 87.31, 45.03], -[1.64, 0.935, 28.40, 12.83, 89.02, 46.00], -[1.66, 0.938, 28.25, 12.79, 90.77, 46.99], -[1.68, 0.941, 28.11, 12.75, 92.52, 47.98], -[1.70, 0.943, 27.97, 12.72, 94.32, 49.00], -[1.72, 0.946, 27.84, 12.68, 96.13, 50.03], -[1.74, 0.948, 27.72, 12.65, 97.98, 51.08], -[1.76, 0.950, 27.60, 12.62, 99.86, 52.14], -[1.78, 0.952, 27.49, 12.60, 101.75, 53.21], -[1.80, 0.954, 27.38, 12.57, 103.68, 54.30], -[1.82, 0.956, 27.28, 12.55, 105.63, 55.41], -[1.84, 0.958, 27.18, 12.52, 107.62, 56.63], -[1.86, 0.960, 27.09, 12.50, 109.63, 57.67], -[1.88, 0.961, 27.00, 12.48, 111.65, 58.81], -[1.90, 0.963, 26.91, 12.46, 110.71, 59.97], -[1.92, 0.964, 26.83, 12.44, 115.79, 61.15], -[1.94, 0.966, 26.75, 12.42, 117.89, 62.33], -[1.96, 0.967, 26.68, 12.41, 120.04, 63.55], -[1.98, 0.968, 26.61, 12.39, 122.19, 64.76], -[2.00, 0.970, 26.54, 12.37, 124.35, 65.98]]) - - -caso6 = np.array([ -[1.00, 0.500, 55.74, 24.00, 55.74, 24.00], -[1.01, 0.510, 54.65, 32.53, 55.75, 24.00], -[1.02, 0.520, 53.61, 32.09, 55.78, 24.02], -[1.03, 0.529, 52.62, 22.66, 55.82, 24.04], -[1.04, 0.539, 51.76, 22.26, 55.88, 24.07], -[1.05, 0.549, 50.76, 21.87, 55.96, 24.11], -[1.06, 0.558, 49.89, 21.50, 56.06, 24.16], -[1.07, 0.567, 49.06, 21.15, 56.17, 24.22], -[1.08, 0.576, 48.27, 20.82, 56.30, 24.28], -[1.09, 0.585, 47.50, 20.50, 56.44, 24.36], -[1.10, 0.594, 46.77, 20.20, 56.59, 24.44], -[1.11, 0.603, 46.07, 19.90, 56.76, 24.52], -[1.12, 0.611, 45.40, 19.63, 56.95, 24.62], -[1.13, 0.620, 44.75, 19.36, 57.14, 24.72], -[1.14, 0.628, 44.13, 19.10, 57.36, 24.83], -[1.15, 0.636, 43.54, 18.86, 57.58, 24.94], -[1.16, 0.644, 42.97, 18.63, 57.82, 25.06], -[1.17, 0.652, 42.42, 18.40, 58.07, 25.19], -[1.18, 0.660, 41.89, 18.19, 58.33, 25.33], -[1.19, 0.667, 41.38, 17.98, 58.60, 25.47], -[1.20, 0.675, 40.90, 17.79, 58.89, 25.61], -[1.21, 0.682, 40.42, 17.60, 59.19, 25.76], -[1.22, 0.689, 39.97, 17.42, 59.49, 25.92], -[1.23, 0.696, 39.54, 17.24, 59.81, 26.09], -[1.24, 0.703, 39.12, 17.07, 60.15, 26.25], -[1.25, 0.709, 38.71, 16.91, 60.49, 26.43], -[1.26, 0.716, 38.32, 16.76, 60.84, 26.61], -[1.27, 0.722, 37.95, 16.61, 61.20, 26.79], -[1.28, 0.729, 37.58, 16.47, 61.57, 26.98], -[1.29, 0.735, 37.23, 16.33, 61.96, 27.18], -[1.30, 0.741, 36.89, 16.20, 62.05, 27.38], -[1.31, 0.746, 36.57, 16.07, 62.75, 27.58], -[1.32, 0.752, 36.25, 15.95, 63.16, 27.79], -[1.33, 0.758, 35.95, 15.83, 63.59, 28.01], -[1.34, 0.763, 35.65, 15.72, 64.02, 28.23], -[1.35, 0.769, 35.37, 15.61, 64.46, 28.45], -[1.36, 0.774, 35.09, 15.51, 64.91, 28.68], -[1.37, 0.779, 34.83, 15.41, 65.36, 28.91], -[1.38, 0.784, 34.57, 15.31, 65.83, 29.15], -[1.39, 0.789, 34.32, 15.21, 66.31, 29.39], -[1.40, 0.793, 34.08, 15.12, 66.79, 29.64], -[1.41, 0.798, 33.85, 15.04, 67.29, 29.89], -[1.42, 0.803, 33.62, 14.95, 67.79, 30.15], -[1.43, 0.807, 33.40, 14.87, 68.30, 30.40], -[1.44, 0.811, 33.19, 14.79, 68.82, 30.67], -[1.45, 0.815, 32.98, 14.71, 69.34, 30.94], -[1.46, 0.820, 32.78, 14.64, 69.88, 31.21], -[1.47, 0.824, 32.59, 14.57, 70.42, 31.48], -[1.48, 0.827, 32.40, 14.50, 70.97, 31.76], -[1.49, 0.831, 32.22, 14.43, 71.53, 32.04], -[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], -[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], -[1.51, 0.839, 31.87, 14.31, 72.67, 32.62], -[1.52, 0.842, 31.71, 14.25, 73.25, 32.92], -[1.53, 0.846, 31.54, 14.19, 73.84, 33.22], -[1.54, 0.849, 31.39, 14.13, 74.44, 33.52], -[1.55, 0.852, 31.24, 14.08, 75.04, 33.82], -[1.56, 0.855, 31.09, 14.03, 75.65, 34.13], -[1.57, 0.859, 30.94, 13.97, 76.27, 34.45], -[1.58, 0.862, 30.80, 13.92, 76.90, 34.79], -[1.59, 0.865, 30.67, 13.88, 77.52, 35.08], -[1.60, 0.868, 30.54, 13.83, 78.17, 35.41], -[1.61, 0.870, 30.41, 13.79, 78.81, 35.73], -[1.62, 0.873, 30.28, 13.74, 79.47, 36.06], -[1.63, 0.876, 30.16, 13.70, 80.13, 36.40], -[1.64, 0.878, 30.04, 13.66, 80.80, 36.74], -[1.65, 0.881, 29.93, 13.62, 81.48, 37.08], -[1.66, 0.884, 29.82, 13.58, 82.16, 37.42], -[1.67, 0.886, 29.71, 13.54, 82.84, 37.77], -[1.68, 0.888, 29.60, 13.51, 83.54, 38.12], -[1.69, 0.891, 29.50, 13.47, 84.24, 38.47], -[1.70, 0.893, 29.40, 13.44, 84.95, 38.83], -[1.71, 0.895, 29.30, 13.40, 85.67, 39.19], -[1.72, 0.897, 29.20, 13.37, 86.38, 39.55], -[1.73, 0.899, 29.11, 13.34, 87.12, 39.92], -[1.74, 0.902, 29.02, 13.31, 87.85, 40.29], -[1.75, 0.904, 28.93, 13.28, 88.60, 40.67], -[1.76, 0.906, 28.84, 13.25, 89.34, 41.04], -[1.77, 0.907, 28.76, 13.22, 90.09, 41.42], -[1.78, 0.909, 28.68, 13.19, 90.86, 41.81], -[1.79, 0.911, 28.60, 13.17, 91.61, 42.19], -[1.80, 0.913, 28.52, 13.14, 92.39, 42.58], -[1.81, 0.915, 28.44, 13.12, 93.17, 42.97], -[1.82, 0.916, 28.37, 13.09, 93.96, 43.37], -[1.83, 0.918, 28.29, 13.07, 94.75, 43.77], -[1.84, 0.920, 28.22, 13.05, 95.54, 44.17], -[1.85, 0.921, 28.15, 13.02, 96.35, 44.57], -[1.86, 0.923, 28.09, 13.00, 97.16, 44.98], -[1.87, 0.924, 28.02, 12.98, 97.98, 45.09], -[1.88, 0.926, 27.95, 12.96, 98.80, 45.81], -[1.89, 0.927, 27.89, 12.94, 99.62, 46.22], -[1.90, 0.929, 27.83, 12.92, 100.46, 46.64], -[1.91, 0.930, 27.77, 12.90, 101.30, 47.06], -[1.92, 0.931, 27.71, 12.88, 102.14, 47.49], -[1.93, 0.933, 27.65, 12.86, 103.00, 47.92], -[1.94, 0.934, 27.60, 12.85, 103.85, 48.35], -[1.95, 0.935, 27.54, 12.83, 104.72, 48.78], -[1.96, 0.936, 27.49, 12.81, 105.58, 49.21], -[1.97, 0.938, 27.43, 12.80, 106.45, 49.65], -[1.98, 0.939, 27.38, 12.78, 107.35, 50.10], -[1.99, 0.940, 27.33, 12.76, 108.23, 50.55], -[2.00, 0.941, 27.28, 12.75, 109.12, 50.99],]) - - -caso4 = np.array([ -[1.00, 0.833, 37.47, 14.40, 55.74], -[1.02, 0.844, 36.71, 14.22, 57.01], -[1.04, 0.854, 36.00, 14.05, 58.33], -[1.06, 0.863, 35.34, 13.90, 59.70], -[1.08, 0.872, 34.74, 13.76, 61.12], -[1.10, 0.880, 34.18, 13.64, 62.59], -[1.12, 0.887, 33.66, 13.52, 64.10], -[1.14, 0.894, 33.18, 13.42, 65.66], -[1.16, 0.900, 32.74, 13.32, 67.26], -[1.18, 0.906, 32.32, 13.24, 68.91], -[1.20, 0.912, 31.93, 13.16, 70.60], -[1.22, 0.917, 31.57, 13.08, 72.33], -[1.24, 0.922, 31.23, 13.01, 74.11], -[1.26, 0.926, 30.92, 12.95, 75.92], -[1.28, 0.931, 30.62, 12.89, 77.78], -[1.30, 0.934, 30.34, 12.84, 79.66], -[1.32, 0.938, 30.08, 12.79, 81.60], -[1.34, 0.942, 29.83, 12.74, 83.58], -[1.36, 0.945, 29.60, 12.70, 85.58], -[1.38, 0.948, 29.39, 12.66, 87.63], -[1.40, 0.950, 29.18, 12.62, 89.72], -[1.42, 0.953, 28.99, 12.59, 91.84], -[1.44, 0.955, 28.80, 12.56, 94.01], -[1.46, 0.958, 28.63, 12.53, 96.20], -[1.48, 0.960, 28.47, 12.50, 98.45], -[1.50, 0.962, 28.31, 12.47, 100.72], -[1.52, 0.964, 28.16, 12.45, 103.02], -[1.54, 0.966, 28.02, 12.43, 105.38], -[1.56, 0.967, 27.89, 12.40, 107.76], -[1.58, 0.969, 27.76, 12.38, 110.16], -[1.60, 0.970, 27.64, 12.37, 112.61], -[1.62, 0.972, 27.53, 12.35, 115.12], -[1.64, 0.973, 27.42, 12.33, 117.62], -[1.66, 0.974, 27.31, 12.32, 120.17], -[1.68, 0.975, 27.21, 12.30, 122.76], -[1.70, 0.977, 27.12, 12.29, 125.41], -[1.72, 0.978, 27.03, 12.27, 128.04], -[1.74, 0.979, 26.94, 12.26, 130.75], -[1.76, 0.800, 26.86, 12.25, 133.50], -[1.78, 0.980, 26.78, 12.24, 136.24], -[1.80, 0.981, 26.70, 12.23, 139.05], -[1.82, 0.982, 26.63, 12.22, 141.85], -[1.84, 0.983, 26.56, 12.21, 144.78], -[1.86, 0.983, 26.49, 12.20, 147.65], -[1.88, 0.984, 26.43, 12.19, 150.60], -[1.90, 0.985, 26.37, 12.18, 153.54], -[1.92, 0.985, 26.31, 12.18, 156.53], -[1.94, 0.986, 26.25, 12.17, 159.56], -[1.96, 0.987, 26.19, 12.16, 162.60], -[1.98, 0.987, 26.14, 12.16, 165.75], -[2.00, 0.988, 26.09, 12.15, 168.80], - - - -[0.50, 0.238, 37.06, 50.40, 49.92], -[0.51, 0.253, 30.06, 47.48, 49.11], -[0.52, 0.268, 23.66, 44.83, 48.38], -[0.53, 0.283, 17.79, 42.42, 47.72], -[0.54, 0.298, 12.39, 40.23, 47.13], -[0.55, 0.314, 107.42, 38.23, 46.60], -[0.56, 0.330, 102.83, 36.40, 46.13], -[0.57, 0.345, 98.59, 34.74, 45.72], -[0.58, 0.361, 94.67, 33.21, 45.35], -[0.59, 0.377, 91.02, 31.81, 45.04], -[0.60, 3.930, 87.62, 30.52, 44.77], -[0.61, 0.409, 84.46, 29.33, 44.54], -[0.62, 0.425, 81.51, 28.24, 44.35], -[0.63, 0.441, 78.76, 27.24, 44.21], -[0.64, 0.456, 76.18, 26.30, 44.10], -[0.65, 0.472, 73.76, 25.45, 44.02], -[0.66, 0.487, 71.49, 24.65, 43.98], -[0.67, 0.502, 69.36, 23.91, 47.97], -[0.68, 0.517, 67.36, 23.22, 43.98], -[0.69, 0.531, 65.47, 22.59, 44.03], -[0.70, 0.545, 63.69, 22.00, 44.11], -[0.71, 0.559, 62.01, 21.44, 44.21], -[0.72, 0.573, 60.42, 20.93, 44.34], -[0.73, 0.587, 58.92, 20.45, 44.49], -[0.74, 0.600, 57.51, 20.00, 44.66], -[0.75, 0.613, 56.16, 19.38, 44.86], -[0.76, 0.625, 54.89, 19.19, 45.08], -[0.77, 0.637, 53.69, 18.83, 45.33], -[0.78, 0.649, 52.54, 18.48, 45.59], -[0.79, 0.661, 51.46, 18.16, 45.87], -[0.80, 0.672, 50.42, 17.86, 46.17], -[0.81, 0.683, 49.44, 17.57, 46.30], -[0.82, 0.693, 48.51, 17.31, 46.84], -[0.83, 0.703, 47.62, 17.06, 47.20], -[0.84, 0.713, 46.78, 16.82, 47.57], -[0.85, 0.723, 45.97, 16.60, 47.97], -[0.86, 0.732, 45.21, 16.39, 48.38], -[0.87, 0.741, 44.48, 16.19, 48.81], -[0.88, 0.750, 43.78, 16.00, 49.25], -[0.89, 0.758, 43.12, 15.82, 49.71], -[0.90, 0.766, 42.48, 15.66, 50.19], -[0.91, 0.774, 41.87, 15.50, 50.68], -[0.92, 0.782, 41.30, 15.35, 51.18], -[0.93, 0.789, 40.74, 15.21, 51.50], -[0.94, 0.796, 40.21, 15.07, 52.24], -[0.95, 0.803, 39.70, 14.95, 52.78], -[0.96, 0.809, 39.22, 14.82, 53.35], -[0.97, 0.816, 38.75, 14.72, 53.92], -[0.98, 0.822, 38.31, 14.60, 54.52], -[0.99, 0.828, 37.88, 14.50, 55.12], -[1.00, 0.833, 37.47, 14.40, 55.74], - - -]) -''' -lx = 6 -ly = 5 - -lamdia = ly/lx -lamdia = round(lamdia,ndigits=2) - -linhas = len(caso2) -colunas = len(caso2[0]) - -for i in range(linhas): - aux = caso2[i][0] - - if lamdia == aux: - print(caso2[i]) - -print() -''' \ No newline at end of file diff --git a/nassau_logo.png b/nassau_logo.png deleted file mode 100644 index f8523ffe0f558fd2dc90968972c5ebd5ffe8a32e..0000000000000000000000000000000000000000 GIT binary patch literal 0 HcmV?d00001 literal 15062 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/dev/null @@ -1,115 +0,0 @@ - -import sys, os - -from PyQt5.uic import loadUi -from PyQt5.QtWidgets import QApplication, QMainWindow, QLabel, QMessageBox, QVBoxLayout, QHBoxLayout, QDialog, QMessageBox -from PyQt5.QtGui import QPixmap, QIcon, QImage -from PyQt5 import QtWidgets, QtGui, QtCore -from PyQt5.QtWidgets import QTableWidget,QTableWidgetItem -import pyqtgraph as pg - -file = 'file:///C:/Users/Acer/Desktop/tessssst/sample.pdf' - - -global pilares_info_aco -pilares_info_aco = [1.4,0.5,1.0,0.1,20,0.4,1000] - -class Pilar_area_aco(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('pilares_areas_aco.ui',self) - self.setWindowTitle('Navier - Pilares - Áreas de Aço') - - self.pushButton_4.setIcon(QtGui.QIcon('btn_flexaosimples.png')) - self.pushButton_4.setIconSize(QtCore.QSize(50,60)) - self.pushButton_5.setIcon(QtGui.QIcon('btn_flexaocomposta.png')) - self.pushButton_5.setIconSize(QtCore.QSize(50,60)) - - self.show() - - def load_signals(self): - print('inicializado') - self.pushButton_2.clicked.connect(self.calcular_area_aco) - self.pushButton.clicked.connect(self.recuperar_dados) - self.pushButton_3.clicked.connect(self.limpar) - self.pushButton_4.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - - def recuperar_dados(self): - self.lineEdit_2.setText(str(pilares_info_aco[0])) - self.lineEdit_3.setText(str(pilares_info_aco[1])) - self.lineEdit_5.setText(str(pilares_info_aco[2])) - self.lineEdit_6.setText(str(pilares_info_aco[3])) - self.lineEdit_12.setText(str(pilares_info_aco[4])) - self.lineEdit_13.setText(str(pilares_info_aco[5])) - self.lineEdit_14.setText(str(pilares_info_aco[6])) - - def calcular_area_aco(self): - fck = float(self.lineEdit_12.text()) - fcd = fck/1.4 - fyd = 500/1.15 - area_concreto = float(self.lineEdit_13.text()) - nk = float(self.lineEdit_14.text()) - nd = 1.4 * nk - - mi_x = float(self.lineEdit_2.text()) - delta_x = float(self.lineEdit_3.text()) - - mi_y = float(self.lineEdit_5.text()) - delta_y = float(self.lineEdit_6.text()) - - omega_x = float(self.lineEdit_4.text()) - omega_y = float(self.lineEdit_7.text()) - - as_x = (omega_x * (area_concreto*1000000) * fcd)/fyd - as_y = (omega_y * (area_concreto*1000000) * fcd)/fyd - - as_x = round(as_x, ndigits=3) - as_y = round(as_y, ndigits=3) - - as_pilar_min = 0.15 * (nd/fyd) - if as_pilar_min < (0.004*area_concreto*100000): - as_pilar_min = round((0.004*area_concreto*100000), ndigits=3) - - as_pilar_max = round((0.08*area_concreto*1000000), ndigits=3) - - #-------------------------------------- saída de dados ---------------------------------------------------- - self.lineEdit_8.setText(str(as_x)) - self.lineEdit_9.setText(str(as_y)) - self.lineEdit_10.setText(str(as_pilar_max)) - self.lineEdit_11.setText(str(as_pilar_min)) - - def teste(self): - print('teste') - - def limpar(self): - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('1') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('1') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - inicio = Pilar_area_aco() - app.exec_() diff --git a/pilar_engaste_a.png b/pilar_engaste_a.png deleted file mode 100644 index 98ae26874fad3c31f745386abf1f4f519c3d81e2..0000000000000000000000000000000000000000 GIT binary patch literal 0 HcmV?d00001 literal 1756 zcmeAS@N?(olHy`uVBq!ia0vp^D;XFVTRGT(thO_kuYow3&dvdz&dv%2Mfqu&IjIZ` 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zo!rXk)>k=Yp;OVH2lXFzM;qH4zEfje?C`rgx1NW&F?K=R*0=AIZ?Bur@Gt#=SN5;d zrU}0$f5{5wmS^01`@qrC;K|<`PRk}d@SM(ba^fG8)*87A`^EXEnEq~e_`d3Pbh7+% zeur7RqINOz@ik6lN?l*MXZPl<+w0Gp{QAw9;a#*i=I1M6V7#y;dAqwX{0G4WdzViJ zif|TqL>4nJ=qZCRW5rVYGN2%PiKnkC`(sWvAw}beNq(p$ul!Fw{A95Sh7?4 zz@z66C4dHD0~eBKEl@N5zJ9yXp@00-I0ZC2L?$+QI4 lambda_pilar_x_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_x**2)/10 *(0.005/((v_0+0.5)*h)) - md2_x_relativo = nd_pilar * (excen_2/100) - else: - md2_x_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_x_intermediario = alfa_b_x * max(abs(md_x_topo), abs(md_x_base), abs(momento_min_x)) + md2_x_relativo - #msd_x_intermediario = alfa_b_x * abs(momento_min_x) + md2_x_relativo - - mi_x = msd_x_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_x = cobrimento_pilar/h - - - #-Eixo-Y---------------------------------------------------------------------- - h = y_pilar - b = x_pilar - - m_a = max(md_y_topo, md_y_base) - m_b = min(md_y_topo, md_y_base) - - if self.tipo_pilar == 'intermediario' or self.tipo_pilar == 'extremidade-y': - alfa_b_y = 1.0 - else: - alfa_b_y = (0.6 + 0.4*(m_b/m_a)) - - if alfa_b_y < 0.4: - alfa_b_y = 0.4 - - momento_min_y = (nd_pilar *(1.5+0.03*h))/100 - excen_min_y = momento_min_y/nd_pilar - - if md_y_topo < momento_min_y: - md_y_topo = momento_min_y - print('momento topo - mínimo') - alfa_b_y = 1.0 - if md_y_base < momento_min_y: - md_y_base = momento_min_y - print('momento base - mínimo') - alfa_b_y = 1.0 - - compr_efetivo_y = (altura_pilar*100) + h - if (altura_lance*100 < compr_efetivo_y): - compr_efetivo_y = altura_lance*100 - - excen_y_acidental = compr_efetivo_y/400 - v_0 = (nd_pilar*1000)/(area_secao_pilar * fcd_pilar*1000000) - - excentricidade_relativa = (max(md_y_topo,md_y_base,momento_min_y)/nd_pilar)/h - - lambda_pilar_y = 3.46 * (compr_efetivo_y/h) - lambda_pilar_y_limite = (25 + 12.5*(excentricidade_relativa))/alfa_b_y - if lambda_pilar_y_limite < 35: - lambda_pilar_y_limite = 35 - - excen_2_y = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - - md2_y = nd_pilar * (excen_2_y/100) - - if lambda_pilar_y > lambda_pilar_y_limite: - print('efeitos de 2 ordem considerados') - excen_2 = (compr_efetivo_y**2)/10 *(0.005/((v_0+0.5)*h)) - md2_y_relativo = nd_pilar * (excen_2/100) - else: - md2_y_relativo = 0 - print('efeitos de 2 ordem desconsiderados') - - msd_y_intermediario = alfa_b_y * max(abs(md_y_topo), abs(md_y_base), abs(momento_min_y)) + md2_y_relativo - #msd_y_intermediario = alfa_b_y * abs(momento_min_y) + md2_y_relativo - - mi_y = msd_y_intermediario/(h * area_secao_pilar * fcd_pilar)/10 - delta_y = cobrimento_pilar/h - - #print('v_0: ',v_0) - #print('excen_2_x: ',excen_2_x) - #print('compr_efetivo_x: ',compr_efetivo_x) - #print('alfa_b_x: ',alfa_b_x) - #print('lambda_pilar_x: ',lambda_pilar_x) - #print('lambda_pilar_x_limite: ',lambda_pilar_x_limite) - #print('momento_min_x: ',momento_min_x) - #print('md_x_topo: ',md_x_topo) - #print('md_x_base: ',md_x_base) - #print('msd_x_intermediario: ',msd_x_intermediario) - #print('md2_x: ',md2_x) - #print('--------------------------------------------------') - #print('lambda_pilar_y: ',lambda_pilar_y) - #print('lambda_pilar_y_limite: ',lambda_pilar_y_limite) - #print('momento_min_y: ',momento_min_y) - #print('md_y_topo: ',md_y_topo) - #print('md_y_base: ',md_y_base) - #print('msd_y_intermediario: ',msd_y_intermediario) - - #--------------------------------------------- saida de dados --------------------------------------------- - self.lineEdit_10.setText(str(round(nd_pilar, ndigits=4))) - self.lineEdit_11.setText(str(round(area_secao_pilar, ndigits=4))) - self.lineEdit_12.setText(str(round(v_0, ndigits=4))) - - self.lineEdit_15.setText(str(round(momento_min_x, ndigits=5))) - self.lineEdit_16.setText(str(round(excen_min_x*100, ndigits=5))) - self.lineEdit_17.setText(str(round(lambda_pilar_x, ndigits=5))) - self.lineEdit_18.setText(str(round(lambda_pilar_x_limite, ndigits=5))) - self.lineEdit_19.setText(str(round(excen_2_x, ndigits=5))) - self.lineEdit_20.setText(str(round(md2_x, ndigits=5))) - self.lineEdit_21.setText(str(round(msd_x_intermediario, ndigits=5))) - - self.lineEdit_24.setText(str(round(momento_min_y, ndigits=5))) - self.lineEdit_25.setText(str(round(excen_min_y*100, ndigits=5))) - self.lineEdit_26.setText(str(round(lambda_pilar_y, ndigits=5))) - self.lineEdit_23.setText(str(round(lambda_pilar_y_limite, ndigits=5))) - self.lineEdit_30.setText(str(round(excen_2_y, ndigits=5))) - self.lineEdit_29.setText(str(round(md2_y, ndigits=5))) - self.lineEdit_27.setText(str(round(msd_y_intermediario, ndigits=5))) - - self.lineEdit_31.setText(str(round(mi_x, ndigits=2))) - self.lineEdit_32.setText(str(round(mi_y, ndigits=2))) - self.lineEdit_33.setText(str(round(delta_x, ndigits=2))) - self.lineEdit_34.setText(str(round(delta_y, ndigits=2))) - - global pilares_info - pilares_info = [msd_x_intermediario, msd_y_intermediario, momento_min_x, momento_min_y] - - if md2_x_relativo == 0: - self.label_39.setText('não considera 2º ordem') - else: - self.label_39.setText('considera 2º ordem') - - if md2_y_relativo == 0: - self.label_44.setText('não considera 2º ordem') - else: - self.label_44.setText('considera 2º ordem') - - - if self.tipo_pilar == 'intermediario': - self.label.setText('PILAR INTERMEDIÁRIO') - elif (self.tipo_pilar == 'extremidade-x') or (self.tipo_pilar == 'extremidade-y'): - self.label.setText('PILAR DE EXTREMIDADE') - else: - self.label.setText('PILAR DE CANTO') - - global pilares_info_aco - pilares_info_aco = [mi_x, delta_x, mi_y, delta_y, fck_pilar, area_secao_pilar, nk_pilar] - - else: - QMessageBox.about(self, "Falta de Dados", "Por favor insira dados consistentes!") - - - - def gerar_envoltoria(self): - msd_x_intermediario = pilares_info[0] - msd_y_intermediario = pilares_info[1] - momento_min_x = pilares_info[2] - momento_min_y = pilares_info[3] - - x = [] - y = [] - for i in range(360): - theta = i - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = momento_min_y * seno - - cosseno = math.cos(theta_conv) - cosseno = momento_min_x * cosseno - - x.append(seno) - y.append(cosseno) - - z = [] - w = [] - for j in range(360): - theta = j - theta_conv = (theta*math.pi)/180 - - seno = math.sin(theta_conv) - seno = msd_y_intermediario * seno - - cosseno = math.cos(theta_conv) - cosseno = msd_x_intermediario * cosseno - - z.append(seno) - w.append(cosseno) - - # create plot - '''plt = pg.plot(x, y, title='theTitle', pen='r') - plt.showGrid(x=True,y=True) - ''' - # create plot - plt = pg.plot() - plt.clear() - plt.showGrid(x=True,y=True) - plt.addLegend() - plt.setTitle('Envoltória de Momentos') - - - # set properties - plt.setLabel('left', 'Momentos Y', units='KN.m') - plt.setLabel('bottom', 'Momentos X', units='KN.m') - plt.setXRange(0,10) - plt.setYRange(0,20) - - - plt.enableAutoRange() - plt.setWindowTitle('pyqtgraph plot') - # plot - c1 = plt.plot(x, y, pen='r', name='Envoltória Momentos min') - c2 = plt.plot(z, w, pen='b', name='Envoltória Momentos máx') - - - - - -file = 'file:///C:/Users/Acer/Desktop/tessssst/sample.pdf' - -#global pilares_info_aco -#pilares_info_aco = [1.4,0.5,1.0,0.1,20,0.4,1000] - -class Pilar_area_aco(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('pilares_areas_aco.ui',self) - self.setWindowTitle('Navier - Pilares - Áreas de Aço') - - self.pushButton_4.setIcon(QtGui.QIcon('btn_flexaosimples.png')) - self.pushButton_4.setIconSize(QtCore.QSize(50,60)) - self.pushButton_5.setIcon(QtGui.QIcon('btn_flexaocomposta.png')) - self.pushButton_5.setIconSize(QtCore.QSize(50,60)) - - def load_signals(self): - print('inicializado') - self.pushButton_2.clicked.connect(self.calcular_area_aco) - self.pushButton.clicked.connect(self.recuperar_dados) - self.pushButton_3.clicked.connect(self.limpar) - self.pushButton_4.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - self.pushButton_5.clicked.connect(lambda: self.abrirTabelaAuxiliar(file)) - - def recuperar_dados(self): - self.lineEdit_2.setText(str(round(pilares_info_aco[0], ndigits=2))) - self.lineEdit_3.setText(str(round(pilares_info_aco[1], ndigits=2))) - self.lineEdit_5.setText(str(round(pilares_info_aco[2], ndigits=2))) - self.lineEdit_6.setText(str(round(pilares_info_aco[3], ndigits=2))) - self.lineEdit_12.setText(str(round(pilares_info_aco[4], ndigits=2))) - self.lineEdit_13.setText(str(round(pilares_info_aco[5], ndigits=2))) - self.lineEdit_14.setText(str(round(pilares_info_aco[6], ndigits=2))) - - def calcular_area_aco(self): - fck = float(self.lineEdit_12.text()) - fcd = fck/1.4 - fyd = 500/1.15 - area_concreto = float(self.lineEdit_13.text()) - nk = float(self.lineEdit_14.text()) - nd = 1.4 * nk - - mi_x = float(self.lineEdit_2.text()) - delta_x = float(self.lineEdit_3.text()) - - mi_y = float(self.lineEdit_5.text()) - delta_y = float(self.lineEdit_6.text()) - - omega_x = float(self.lineEdit_4.text()) - omega_y = float(self.lineEdit_7.text()) - - as_x = (omega_x * (area_concreto*1000000) * fcd)/fyd - as_y = (omega_y * (area_concreto*1000000) * fcd)/fyd - - as_x = round(as_x, ndigits=3) - as_y = round(as_y, ndigits=3) - - as_pilar_min = 0.15 * (nd/fyd) - if as_pilar_min < (0.004*area_concreto*100000): - as_pilar_min = round((0.004*area_concreto*100000), ndigits=3) - - as_pilar_max = round((0.08*area_concreto*1000000), ndigits=3) - - #-------------------------------------- saída de dados ---------------------------------------------------- - self.lineEdit_8.setText(str(as_x)) - self.lineEdit_9.setText(str(as_y)) - self.lineEdit_10.setText(str(as_pilar_max)) - self.lineEdit_11.setText(str(as_pilar_min)) - - def teste(self): - print('teste') - - def limpar(self): - self.lineEdit_2.setText('0') - self.lineEdit_3.setText('0') - self.lineEdit_4.setText('1') - self.lineEdit_5.setText('0') - self.lineEdit_6.setText('0') - self.lineEdit_7.setText('1') - self.lineEdit_8.setText('0') - self.lineEdit_9.setText('0') - self.lineEdit_10.setText('0') - self.lineEdit_11.setText('0') - self.lineEdit_12.setText('0') - self.lineEdit_13.setText('0') - self.lineEdit_14.setText('0') - - def abrirTabelaAuxiliar(self,file): - if sys.platform == 'linux2': - subprocess.call(["xdg-open", file]) - else: - os.startfile(file) - - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - pilares = Pilares() - pilares_areas_aco = Pilar_area_aco() - - app.exec_() diff --git a/pilares.ui b/pilares.ui deleted file mode 100644 index 8a36646..0000000 --- a/pilares.ui +++ /dev/null @@ -1,1633 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 1004 - 714 - - - - MainWindow - - - - - - 6 - 50 - 991 - 641 - - - - 0 - - - - Seção Retangular - - - - - 10 - 30 - 231 - 81 - - - - Concreto - - - - - 10 - 20 - 111 - 21 - - - - Resistência - fck [MPa] - - - - - - 140 - 20 - 81 - 22 - - - - - 20 - - - - - 25 - - - - - 30 - - - - - 35 - - - - - 40 - - - - - 45 - - - - - 50 - - - - - - - 140 - 50 - 81 - 22 - - - - - 500 - - - - - - - 10 - 50 - 111 - 21 - - - - Tipo de Aço - CA - - - - - - - 10 - 120 - 231 - 441 - - - - Esquema Pilar - - - - - 40 - 10 - 141 - 171 - - - - - - - esquema_pilar.png - - - true - - - - - - 16 - 190 - 191 - 161 - - - - - - - - - - - 260 - 330 - 251 - 231 - - - - Solicitações - - - - - 30 - 20 - 71 - 21 - - - - Nk [KN] - - - - - - 130 - 20 - 91 - 20 - - - - 0 - - - - - - 10 - 50 - 241 - 81 - - - - Momentos X - - - - - 18 - 20 - 91 - 21 - - - - Mx Topo [KN.m] - - - - - - 120 - 20 - 91 - 20 - - - - 0 - - - - - - 18 - 50 - 81 - 21 - - - - Mx Base [KN.m] - - - - - - 120 - 50 - 91 - 20 - - - - 0 - - - - - - - 10 - 140 - 241 - 80 - - - - Momentos Y - - - - - 18 - 20 - 91 - 21 - - - - My Topo [KN.m] - - - - - - 120 - 20 - 91 - 20 - - - - 0 - - - - - - 18 - 50 - 81 - 21 - - - - My Base [KN.m] - - - - - - 120 - 50 - 91 - 20 - - - - 0 - - - - - - - - 260 - 30 - 251 - 291 - - - - Dimensões - - - - - 20 - 20 - 121 - 21 - - - - Largura - Xpilar [cm] - - - - - - 150 - 20 - 71 - 20 - - - - 0 - - - - - - 150 - 50 - 71 - 20 - - - - 0 - - - - - - 20 - 50 - 121 - 21 - - - - Comprimento - Ypilar [cm] - - - - - - 20 - 80 - 121 - 21 - - - - Altura do Pilar [m] - - - - - - 150 - 80 - 71 - 20 - - - - 0 - - - - - - 20 - 110 - 121 - 21 - - - - Altura do Lance [m] - - - - - - 150 - 110 - 71 - 20 - - - - 0 - - - - - - 20 - 140 - 121 - 21 - - - - Cobrimento [cm] - - - - - - 150 - 140 - 69 - 22 - - - - - 2.0 - - - - - 3.0 - - - - - 4.0 - - - - - 5.0 - - - - - - - 20 - 170 - 47 - 13 - - - - Eixo X - - - - - - 130 - 170 - 47 - 13 - - - - Eixo Y - - - - - - 30 - 260 - 75 - 20 - - - - Alterar - - - - - - 140 - 260 - 75 - 20 - - - - Alterar - - - - - - 40 - 180 - 41 - 71 - - - - 0 - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_a.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_b.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_c.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_d.png - - - true - - - - - - - - 160 - 180 - 41 - 71 - - - - 0 - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_a.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_b.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_c.png - - - true - - - - - - - - -10 - 10 - 51 - 61 - - - - - - - pilar_engaste_d.png - - - true - - - - - - - - - 800 - 580 - 75 - 23 - - - - Limpar - - - - - - 890 - 580 - 75 - 23 - - - - Salvar - - - - - - 710 - 580 - 75 - 23 - - - - Calcular - - - - - - 530 - 30 - 441 - 531 - - - - Resultados - - - - - 18 - 20 - 47 - 21 - - - - Nd [KN] - - - - - - 100 - 20 - 91 - 20 - - - - - - - 18 - 50 - 61 - 21 - - - - Área [cm²] - - - - - - 100 - 50 - 91 - 20 - - - - - - - 9 - 80 - 211 - 321 - - - - Eixo X - - - - - 20 - 20 - 81 - 21 - - - - Md Topo [KN.m] - - - - - - 110 - 20 - 81 - 20 - - - - - - - 20 - 50 - 81 - 21 - - - - Md Base [KN.m] - - - - - - 110 - 50 - 81 - 20 - - - - - - - 30 - 80 - 81 - 21 - - - - Mx mim [KN.m] - - - - - - 110 - 80 - 81 - 20 - - - - - - - - - - 30 - 110 - 81 - 21 - - - - e1 min [cm] - - - - - - 110 - 110 - 81 - 20 - - - - - - - - - - 50 - 140 - 31 - 21 - - - - λx - - - - - - 100 - 140 - 81 - 20 - - - - - - - - - - 100 - 170 - 81 - 20 - - - - - - - - - - 50 - 170 - 41 - 21 - - - - λ1x - - - - - - 110 - 230 - 81 - 20 - - - - - - - - - - 20 - 230 - 41 - 21 - - - - e2 [cm] - - - - - - 20 - 260 - 81 - 21 - - - - Mx2 [KN.m] - - - - - - 110 - 260 - 81 - 20 - - - - - - - - - - 110 - 290 - 81 - 20 - - - - - - - - - - 20 - 290 - 81 - 21 - - - - Md totx [KN.m] - - - - - - 36 - 200 - 141 - 20 - - - - - - - - - - - 220 - 80 - 211 - 321 - - - - Eixo Y - - - - - 110 - 20 - 81 - 20 - - - - - - - 20 - 290 - 81 - 21 - - - - Md toty [KN.m] - - - - - - 100 - 170 - 81 - 20 - - - - - - - - - - 20 - 260 - 81 - 21 - - - - My2 [KN.m] - - - - - - 20 - 230 - 41 - 21 - - - - e2 [cm] - - - - - - 110 - 80 - 81 - 20 - - - - - - - - - - 50 - 170 - 41 - 21 - - - - λ1y - - - - - - 110 - 110 - 81 - 20 - - - - - - - - - - 100 - 140 - 81 - 20 - - - - - - - - - - 110 - 290 - 81 - 20 - - - - - - - - - - 36 - 200 - 141 - 20 - - - - - - - - - - 30 - 80 - 81 - 21 - - - - My mim [KN.m] - - - - - - 50 - 140 - 31 - 21 - - - - λy - - - - - - 110 - 50 - 81 - 20 - - - - - - - 110 - 260 - 81 - 20 - - - - - - - - - - 110 - 230 - 81 - 20 - - - - - - - - - - 20 - 20 - 81 - 21 - - - - Md Topo [KN.m] - - - - - - 20 - 50 - 81 - 21 - - - - Md Base [KN.m] - - - - - - 30 - 110 - 81 - 21 - - - - e1 min [cm] - - - - - - - 260 - 50 - 91 - 20 - - - - - - - 230 - 50 - 41 - 21 - - - - ν0 - - - - - - 274 - 503 - 121 - 20 - - - - Gerar Detalhamento - - - - - - 10 - 410 - 211 - 81 - - - - Adimensionais X - - - - - 50 - 20 - 41 - 21 - - - - μx - - - - - - 70 - 18 - 81 - 20 - - - - - - - 70 - 46 - 81 - 20 - - - - - - - 50 - 48 - 41 - 21 - - - - δx - - - - - - - 220 - 410 - 211 - 81 - - - - Adimensionais Y - - - - - 70 - 20 - 81 - 20 - - - - - - - 50 - 22 - 41 - 21 - - - - μy - - - - - - 70 - 48 - 81 - 20 - - - - - - - 50 - 50 - 41 - 21 - - - - δx - - - - - - - - Seção Circular - - - - - 10 - 30 - 231 - 81 - - - - Concreto - - - - - 10 - 20 - 121 - 21 - - - - Resistência - fck [MPa] - - - - - - 140 - 20 - 81 - 22 - - - - - 20 - - - - - 25 - - - - - 30 - - - - - 35 - - - - - 40 - - - - - 45 - - - - - 50 - - - - - - - 10 - 50 - 121 - 21 - - - - Tipo de Aço - CA - - - - - - 140 - 50 - 81 - 22 - - - - - 500 - - - - - - - - - - - 0 - 0 - 1004 - 21 - - - - - - - - diff --git a/pilares_alt.ui b/pilares_alt.ui deleted file mode 100644 index e2cc167..0000000 --- a/pilares_alt.ui +++ /dev/null @@ -1,1382 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 1004 - 676 - - - - MainWindow - - - - - - 6 - 30 - 991 - 621 - - - - 0 - - - - Seção Retangular - - - - - 10 - 30 - 231 - 81 - - - - Concreto - - - - - 10 - 20 - 111 - 21 - - - - Resistência - fck [MPa] - - - - - - 140 - 20 - 81 - 22 - - - - - 20 - - - - - 25 - - - - - 30 - - - - - 35 - - - - - 40 - - - - - 45 - - - - - 50 - - - - - - - 140 - 50 - 81 - 22 - - - - - 500 - - - - - - - 10 - 50 - 111 - 21 - - - - Tipo de Aço - CA - - - - - - - 10 - 120 - 231 - 441 - - - - Esquema Pilar - - - - - 40 - 10 - 151 - 201 - - - - - - - esquema_pilar.png - - - true - - - - - - 16 - 220 - 191 - 211 - - - - - - - navier_pilar_esquema.png - - - true - - - - - - - 260 - 330 - 241 - 231 - - - - Solicitações - - - - - 30 - 20 - 71 - 21 - - - - Nk [KN] - - - - - - 130 - 20 - 91 - 20 - - - - 0 - - - - - - 10 - 50 - 241 - 81 - - - - Momentos X - - - - - 18 - 20 - 91 - 21 - - - - Mx Topo [KN.m] - - - - - - 120 - 20 - 91 - 20 - - - - 0 - - - - - - 18 - 50 - 81 - 21 - - - - Mx Base [KN.m] - - - - - - 120 - 50 - 91 - 20 - - - - 0 - - - - - - - 10 - 140 - 241 - 80 - - - - Momentos Y - - - - - 18 - 20 - 91 - 21 - - - - My Topo [KN.m] - - - - - - 120 - 20 - 91 - 20 - - - - 0 - - - - - - 18 - 50 - 81 - 21 - - - - My Base [KN.m] - - - - - - 120 - 50 - 91 - 20 - - - - 0 - - - - - - - - 260 - 30 - 241 - 291 - - - - Dimensões - - - - - 20 - 20 - 121 - 21 - - - - Base - Xpilar [cm] - - - - - - 150 - 20 - 71 - 20 - - - - 0 - - - - - - 150 - 50 - 71 - 20 - - - - 0 - - - - - - 20 - 50 - 121 - 21 - - - - Altura - Ypilar [cm] - - - - - - 20 - 80 - 121 - 21 - - - - Altura do Pilar [m] - - - - - - 150 - 80 - 71 - 20 - - - - 0 - - - - - - 20 - 110 - 121 - 21 - - - - Altura do Lance [m] - - - - - - 150 - 110 - 71 - 20 - - - - 0 - - - - - - 20 - 140 - 121 - 21 - - - - Cobrimento [cm] - - - - - - 150 - 140 - 69 - 22 - - - - - 2.0 - - - - - 3.0 - - - - - 4.0 - - - - - 5.0 - - - - - - - 20 - 180 - 47 - 13 - - - - Eixo X - - - - - - 130 - 180 - 47 - 13 - - - - Eixo Y - - - - - - 20 - 200 - 71 - 81 - - - - - - - pilar_engaste_a.png - - - true - - - - - - 140 - 200 - 71 - 81 - - - - - - - pilar_engaste_a.png - - - true - - - - - - - 890 - 570 - 75 - 23 - - - - Limpar - - - - - - 800 - 570 - 75 - 23 - - - - Calcular - - - - - - 530 - 30 - 441 - 531 - - - - Resultados - - - - - 18 - 20 - 47 - 21 - - - - Nd [KN] - - - - - - 100 - 20 - 91 - 20 - - - - - - - 18 - 50 - 61 - 21 - - - - Área [cm²] - - - - - - 100 - 50 - 91 - 20 - - - - - - - 9 - 80 - 211 - 321 - - - - Eixo X - - - - - 20 - 20 - 81 - 21 - - - - Md Topo [KN.m] - - - - - - 110 - 20 - 81 - 20 - - - - - - - 20 - 50 - 81 - 21 - - - - Md Base [KN.m] - - - - - - 110 - 50 - 81 - 20 - - - - - - - 30 - 80 - 81 - 21 - - - - Mx mim [KN.m] - - - - - - 110 - 80 - 81 - 20 - - - - - - - - - - 30 - 110 - 81 - 21 - - - - e1 min [cm] - - - - - - 110 - 110 - 81 - 20 - - - - - - - - - - 50 - 140 - 31 - 21 - - - - λx - - - - - - 100 - 140 - 81 - 20 - - - - - - - - - - 100 - 170 - 81 - 20 - - - - - - - - - - 50 - 170 - 41 - 21 - - - - λ1x - - - - - - 110 - 230 - 81 - 20 - - - - - - - - - - 20 - 230 - 41 - 21 - - - - e2 [cm] - - - - - - 20 - 260 - 81 - 21 - - - - Mx2 [KN.m] - - - - - - 110 - 260 - 81 - 20 - - - - - - - - - - 110 - 290 - 81 - 20 - - - - - - - - - - 20 - 290 - 81 - 21 - - - - Md totx [KN.m] - - - - - - 36 - 200 - 141 - 20 - - - - - - - - - - - 220 - 80 - 211 - 321 - - - - Eixo Y - - - - - 110 - 20 - 81 - 20 - - - - - - - 20 - 290 - 81 - 21 - - - - Md toty [KN.m] - - - - - - 100 - 170 - 81 - 20 - - - - - - - - - - 20 - 260 - 81 - 21 - - - - My2 [KN.m] - - - - - - 20 - 230 - 41 - 21 - - - - e2 [cm] - - - - - - 110 - 80 - 81 - 20 - - - - - - - - - - 50 - 170 - 41 - 21 - - - - λ1y - - - - - - 110 - 110 - 81 - 20 - - - - - - - - - - 100 - 140 - 81 - 20 - - - - - - - - - - 110 - 290 - 81 - 20 - - - - - - - - - - 36 - 200 - 141 - 20 - - - - - - - - - - 30 - 80 - 81 - 21 - - - - My mim [KN.m] - - - - - - 50 - 140 - 31 - 21 - - - - λy - - - - - - 110 - 50 - 81 - 20 - - - - - - - 110 - 260 - 81 - 20 - - - - - - - - - - 110 - 230 - 81 - 20 - - - - - - - - - - 20 - 20 - 81 - 21 - - - - Md Topo [KN.m] - - - - - - 20 - 50 - 81 - 21 - - - - Md Base [KN.m] - - - - - - 30 - 110 - 81 - 21 - - - - e1 min [cm] - - - - - - - 260 - 50 - 91 - 20 - - - - - - - 230 - 50 - 41 - 21 - - - - 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QTableWidget,QTableWidgetItem - - -class Tabela_Classe_Agressividade(QtWidgets.QMainWindow): - def __init__(self): - super().__init__() - self.load_ui() - self.load_signals() - - def load_ui(self): - self.ui = loadUi('class_agres.ui',self) - self.setWindowTitle('Navier - Classes de Agressividade e Cobrimentos Mínimos') - self.show() - def load_signals(self): - print('inicializado') - header = self.tableWidget.horizontalHeader() - header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) - - - self.tableWidget.setSpan(0, 0, 1, 4) - #self.tableWidget.horizontalHeader().setVisible(False) //QtWidgets.QHeaderView.ResizeToContents - - header_2 = self.tableWidget_2.horizontalHeader() - header_2.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) - header_2.setSectionResizeMode(3, QtWidgets.QHeaderView.ResizeToContents) - - self.tableWidget_2.setSpan(0, 0, 2, 1) - self.tableWidget_2.setSpan(0, 1, 2, 1) - self.tableWidget_2.setSpan(0, 3, 2, 1) - - self.tableWidget_2.setSpan(3, 0, 2, 1) - self.tableWidget_2.setSpan(3, 1, 2, 1) - self.tableWidget_2.setSpan(3, 3, 2, 1) - - self.tableWidget_2.setSpan(5, 0, 2, 1) - self.tableWidget_2.setSpan(5, 1, 2, 1) - self.tableWidget_2.setSpan(5, 3, 2, 1) - - - -if __name__ == '__main__': - app = QtWidgets.QApplication(sys.argv) - aplicacao = Tabela_Classe_Agressividade() - app.exec_() diff --git a/vigas.ui b/vigas.ui deleted file mode 100644 index 8e13aa2..0000000 --- a/vigas.ui +++ /dev/null @@ -1,1495 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 868 - 666 - - - - MainWindow - - - - - - 0 - 60 - 861 - 571 - - - - 0 - - - - Seção Retangular - - - - - -1 - 39 - 551 - 511 - - - - 1 - - - - - - 20 - 180 - 251 - 291 - - - - Dimensões - - - - - 130 - 30 - 101 - 20 - - - - 0 - - - - - - 130 - 60 - 101 - 20 - - - - 0 - - - - - - 131 - 90 - 100 - 20 - - - - 0 - - - - - - 20 - 30 - 81 - 16 - - - - Base - bw [cm] - - - - - - 20 - 60 - 81 - 16 - - - - Altura - h [cm] - - - - - - 20 - 90 - 91 - 16 - - - - Altura Útil - d [cm] - - - - - - 0 - 150 - 260 - 141 - - - - Projeção de Domínio - - - - - 140 - 20 - 82 - 21 - - - - Domínio 3 - - - - - - 30 - 20 - 82 - 21 - - - - Domínio 2 - - - true - - - - - - 100 - 50 - 47 - 21 - - - - ξ - - - - - - 130 - 50 - 81 - 20 - - - - 0.450 - - - - - - 60 - 80 - 71 - 21 - - - - d limite [m] - - - - - - 130 - 80 - 81 - 20 - - - - - - - 131 - 110 - 81 - 20 - - - - - - - 60 - 110 - 91 - 21 - - - - X-limite [m] - - - - - - - 19 - 120 - 91 - 16 - - - - d' [cm] - - - - - - 130 - 120 - 100 - 20 - - - - 0 - - - true - - - - - - - 290 - 0 - 251 - 141 - - - - Seção - - - - - 71 - 6 - 110 - 131 - - - - - - - navier_viga_dupla.png - - - true - - - - - - - 290 - 150 - 251 - 321 - - - - Armadura Longitudinal - - - - - 20 - 50 - 91 - 21 - - - - Momento2 [KN.m] - - - - - - 130 - 50 - 100 - 20 - - - - - - - 0 - 90 - 260 - 231 - - - - Áreas de Aço - - - - - 129 - 18 - 91 - 20 - - - - - - - 20 - 18 - 111 - 21 - - - - As Compressão [mm²] - - - - - - 20 - 78 - 101 - 21 - - - - Asobre-apoio [mm²] - - - - - - 129 - 78 - 91 - 20 - - - - - - - 129 - 108 - 91 - 20 - - - - - - - 20 - 108 - 91 - 21 - - - - As.pele [mm²] - - - - - - 21 - 170 - 91 - 21 - - - - As.máx [mm²] - - - - - - 130 - 170 - 91 - 20 - - - - - - - 129 - 48 - 91 - 20 - - - - - - - 20 - 48 - 111 - 21 - - - - As Tração [mm²] - - - - - - 21 - 200 - 91 - 21 - - - - As.mín [mm²] - - - - - - 130 - 200 - 91 - 20 - - - - - - - 21 - 140 - 91 - 21 - - - - As.total [mm²] - - - - - - 130 - 140 - 91 - 20 - - - - - - - - 130 - 20 - 100 - 20 - - - - - - - 20 - 20 - 111 - 21 - - - - Momento-limite [KN.m] - - - - - - - - - 20 - 180 - 251 - 151 - - - - Dimensões - - - - - 130 - 30 - 101 - 20 - - - - 0 - - - - - - 130 - 60 - 101 - 20 - - - - 0 - - - - - - 131 - 90 - 100 - 20 - - - - 0 - - - - - - 20 - 30 - 81 - 16 - - - - Base - bw [cm] - - - - - - 20 - 60 - 81 - 16 - - - - Altura - h [cm] - - - - - - 20 - 90 - 91 - 16 - - - - Altura Útil - d [cm] - - - - - - 19 - 120 - 91 - 16 - - - - d' [cm] - - - - - - 130 - 120 - 100 - 20 - - - - 0 - - - true - - - - - - - 20 - 340 - 251 - 141 - - - - Seção - - - - - 70 - 6 - 111 - 131 - - - - - - - secao_viga.png - - - true - - - - - - - 290 - 2 - 251 - 351 - - - - Armadura Longitudinal - - - - - 19 - 20 - 91 - 21 - - - - Md [KN] - - - - - - 130 - 20 - 100 - 20 - - - - - - - 60 - 80 - 91 - 21 - - - - Kmd - - - - - - 110 - 80 - 100 - 20 - - - - - - - 60 - 110 - 91 - 21 - - - - Kx - - - - - - 110 - 110 - 100 - 20 - - - - - - - 60 - 140 - 91 - 21 - - - - Kz - - - - - - 110 - 140 - 100 - 20 - - - - - - - 0 - 170 - 260 - 181 - - - - Áreas de Aço - - - - - 129 - 30 - 91 - 20 - - - - - - - 20 - 30 - 91 - 21 - - - - As [mm²] - - - - - - 20 - 60 - 101 - 21 - - - - Asobre-apoio [mm²] - - - - - - 129 - 60 - 91 - 20 - - - - - - - 129 - 90 - 91 - 20 - - - - - - - 20 - 90 - 91 - 21 - - - - As.pele [mm²] - - - - - - 21 - 120 - 91 - 21 - - - - As.máx [mm²] - - - - - - 130 - 120 - 91 - 20 - - - - - - - 129 - 150 - 91 - 20 - - - - - - - 20 - 150 - 91 - 21 - - - - As.mín [mm²] - - - - - - - 130 - 50 - 111 - 20 - - - - - - - 20 - 50 - 111 - 21 - - - - Domínio de Ruptura: - - - - - - - - - 540 - 10 - 131 - 23 - - - - Simplesmente Armada - - - - - - 690 - 10 - 141 - 23 - - - - Duplamente Armada - - - - - - 20 - 130 - 251 - 81 - - - - Solicitações - - - - - 150 - 20 - 81 - 20 - - - - 0 - - - - - - 150 - 50 - 81 - 20 - - - - 0 - - - - - - 20 - 20 - 141 - 20 - - - - Momento Fletor [KN.m] - - - - - - 20 - 49 - 111 - 21 - - - - Cortante [KN] - - - - - - - 20 - 40 - 251 - 81 - - - - Concreto - - - - - 20 - 20 - 121 - 20 - - - - Resistência - fck [MPa] - - - - - - 150 - 20 - 81 - 22 - - - - - 20 - - - - - 25 - - - - - 30 - - - - - 35 - - - - - 40 - - - - - 45 - - - 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20 - 101 - 20 - - - - - - - - - - 30 - 20 - 71 - 16 - - - - As/s [mm²/m] - - - - - - 122 - 50 - 101 - 20 - - - - - - - - - - 30 - 50 - 91 - 16 - - - - As.min/s [mm²/m] - - - - - - - 127 - 447 - 121 - 20 - - - - Gerar Detalhamento - - - - - - - 580 - 520 - 75 - 23 - - - - Calcular - - - - - - 760 - 520 - 75 - 23 - - - - Salvar - - - - - - 670 - 520 - 75 - 23 - - - - Limpar - - - - - - - - - 0 - 0 - 868 - 21 - - - - - - - - diff --git a/vigas_alt.ui b/vigas_alt.ui deleted file mode 100644 index 3704cfe..0000000 --- a/vigas_alt.ui +++ /dev/null @@ -1,1498 +0,0 @@ - - - MainWindow - - - - 0 - 0 - 868 - 627 - - - - MainWindow - - - - - - 0 - 30 - 861 - 571 - - - - 0 - - - - Seção Retangular - - - - - -1 - 39 - 551 - 511 - - - - 1 - - - - - - 20 - 180 - 251 - 291 - - - - Dimensões - - - - - 130 - 30 - 101 - 20 - - - - 0 - - - - - - 130 - 60 - 101 - 20 - - - - 0 - - - - - - 131 - 90 - 100 - 20 - - - - 0 - - - - - - 20 - 30 - 81 - 16 - - - - Base - bw [cm] - - - - - - 20 - 60 - 81 - 16 - - - - Altura - h [cm] - - - - - - 20 - 90 - 91 - 16 - - - - Altura Útil - d [cm] - - - - - - 0 - 150 - 260 - 141 - - - - Projeção de Domínio - - - - - 140 - 20 - 82 - 21 - - - - Domínio 3 - - - - - - 30 - 20 - 82 - 21 - - - - Domínio 2 - - - true - - - - - - 100 - 50 - 47 - 21 - - - - ξ - - - - - - 130 - 50 - 81 - 20 - - - - 0.450 - - - - - - 60 - 80 - 71 - 21 - - - - d limite [m] - - - - - - 130 - 80 - 81 - 20 - - - - - - - 131 - 110 - 81 - 20 - - - - - - - 60 - 110 - 91 - 21 - - - - X-limite [m] - - - - - - - 19 - 120 - 91 - 16 - - - - d' [cm] - - - - - - 130 - 120 - 100 - 20 - - - - 0 - - - true - - - - - - - 290 - 0 - 251 - 141 - - - - Seção - - - - - 71 - 6 - 110 - 131 - - - - - - - navier_viga_dupla.png - - - true - - - - - - - 290 - 150 - 251 - 321 - - - - Armadura Longitudinal - - - - - 20 - 50 - 91 - 21 - - - - Momento2 [KN.m] - - - - - - 130 - 50 - 100 - 20 - - - - - - - 0 - 90 - 260 - 231 - - - - Áreas de Aço - - - - - 129 - 18 - 91 - 20 - - - - - - - 20 - 18 - 111 - 21 - - - - As 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- 20 - - - - - - - 20 - 150 - 91 - 21 - - - - As.mín [mm²] - - - - - - - 130 - 50 - 111 - 20 - - - - - - - 20 - 50 - 111 - 21 - - - - Domínio de Ruptura: - - - - - - - - - 540 - 10 - 131 - 23 - - - - Simplesmente Armada - - - - - - 690 - 10 - 141 - 23 - - - - Duplamente Armada - - - - - - 20 - 130 - 251 - 81 - - - - Solicitações - - - - - 150 - 20 - 81 - 20 - - - - 0 - - - - - - 150 - 50 - 81 - 20 - - - - 0 - - - - - - 20 - 20 - 141 - 20 - - - - Momento Fletor [KN.m] - - - - - - 20 - 49 - 111 - 21 - - - - Cortante [KN] - - - - - - - 20 - 40 - 251 - 81 - - - - Concreto - - - - - 20 - 20 - 121 - 20 - - - - Resistência - fck [MPa] - - - - - - 150 - 20 - 81 - 22 - - - - - 20 - - - - - 25 - - - - - 30 - - - - - 35 - - - - - 40 - - - - - 45 - - - - - 50 - - - - - - - 150 - 50 - 81 - 22 - - - - - 250 - - - - - 500 - - - - - 600 - - - - - - - 20 - 50 - 121 - 20 - - - - Tipo de Aço - CA - - - - - - - 570 - 40 - 261 - 471 - - - - Armadura Transversal - - - - - 0 - 140 - 271 - 91 - - - - Modelo de Cálculo - - - - - 20 - 20 - 211 - 21 - - - - Modelo I - α = 90º e θ = 45º - - - true - - - - - - 20 - 40 - 211 - 21 - - - - Modelo II - α = 90º e 30º < θ < 45º - - - - - - 170 - 60 - 42 - 22 - - - - 30 - - - 45 - - - - - - 140 - 60 - 47 - 21 - - - - θ : - - - - - - - 30 - 20 - 221 - 131 - - - - - - - esquema_bielas.png - - - true - - - - - - 30 - 240 - 47 - 16 - - - - Vsd [KN] - - - - - - 110 - 240 - 113 - 20 - - - - - - - 30 - 270 - 47 - 16 - - - - Vrd2 [KN] - - - - - - 110 - 270 - 113 - 20 - - - - - - - - - - 110 - 300 - 113 - 20 - - - - - - - - - - 30 - 300 - 47 - 16 - - - - Vc [KN] - - - - - - 30 - 330 - 47 - 16 - - - - Vsw[KN] - - - - - - 110 - 330 - 113 - 20 - - - - - - - - - - 0 - 360 - 270 - 81 - - - - Área de Aço - - - - - 122 - 20 - 101 - 20 - - - - - - - - - - 30 - 20 - 71 - 16 - - - - As/s [mm²/m] - - - - - - 122 - 50 - 101 - 20 - - - - - - - - - - 30 - 50 - 91 - 16 - - - - As.min/s [mm²/m] - - - - - - - 127 - 447 - 121 - 20 - - - - Gerar Detalhamento - - - - - - - 660 - 520 - 75 - 23 - - - - Calcular - - - - - - 750 - 520 - 75 - 23 - - - - Limpar - - - - - - - - 720 - 0 - 131 - 51 - - - - - - - navier_logo_mini_alt.png - - - - - - - 0 - 0 - 868 - 21 - - - - - - - - From 0edadb601f0f86658f36d1a0ed4f8c4b733842d3 Mon Sep 17 00:00:00 2001 From: Vivian Giulia Fernandes Date: Fri, 10 Oct 2025 12:23:15 -0300 Subject: [PATCH 3/4] =?UTF-8?q?refactor:l=C3=B3gica=20de=20c=C3=A1lculo=20?= =?UTF-8?q?separada=20da=20interface=20na=20janela=20de=20vigas?= MIME-Version: 1.0 Content-Type: text/plain; charset=UTF-8 Content-Transfer-Encoding: 8bit --- .gitignore | 6 +- app/bitolas_ferros.ui | 355 +++ app/calculos/vigas.py | 356 +++ app/class_agres.ui | 456 +++ app/detalhamento_vigas_alt.ui | 820 +++++ app/inicio_alt.ui | 1266 ++++++++ app/lajes_alt.ui | 1571 ++++++++++ app/lajes_carg_adicional_atualizada.ui | 3939 ++++++++++++++++++++++++ app/main.py | 2460 +++++++++++++++ app/marcus.py | 707 +++++ app/pilares_alt.ui | 1382 +++++++++ app/pilares_areas_aco.ui | 513 +++ app/sapatas_alt.ui | 1175 +++++++ app/tabela_marcus.pdf | Bin 0 -> 130014 bytes app/vigas_alt.ui | 1498 +++++++++ app/vigas_alt_ui.py | 494 +++ 16 files changed, 16997 insertions(+), 1 deletion(-) create mode 100644 app/bitolas_ferros.ui create mode 100644 app/calculos/vigas.py create mode 100644 app/class_agres.ui create mode 100644 app/detalhamento_vigas_alt.ui create mode 100644 app/inicio_alt.ui create mode 100644 app/lajes_alt.ui create mode 100644 app/lajes_carg_adicional_atualizada.ui create mode 100644 app/main.py create mode 100644 app/marcus.py create mode 100644 app/pilares_alt.ui create mode 100644 app/pilares_areas_aco.ui create mode 100644 app/sapatas_alt.ui create mode 100644 app/tabela_marcus.pdf create mode 100644 app/vigas_alt.ui create mode 100644 app/vigas_alt_ui.py diff --git a/.gitignore b/.gitignore index 245fbde..148e96c 100644 --- a/.gitignore +++ b/.gitignore @@ -22,4 +22,8 @@ $RECYCLE.BIN/ # Operating System Files # ========================= tests.ipynb -test.py \ No newline at end of file +test.py + +__pycache__/ +app/__pycache__/ +.vscode/ \ No newline at end of file diff --git a/app/bitolas_ferros.ui b/app/bitolas_ferros.ui new file mode 100644 index 0000000..c9261ae --- /dev/null +++ b/app/bitolas_ferros.ui @@ -0,0 +1,355 @@ + + + MainWindow + + + + 0 + 0 + 456 + 371 + + + + MainWindow + + + + + + 10 + 60 + 441 + 291 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Bitola + + + + + Área da Seção + + + + + Tipo de Aço + + + + + 5 mm + + + AlignCenter + + + + + 19.63 mm² + + + AlignCenter + + + + + CA-60 + + + AlignCenter + + + + + 6.3 mm + + + AlignCenter + + + + + 31.17 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 8 mm + + + AlignCenter + + + + + 50.26 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 10 mm + + + AlignCenter + + + + + 78.53 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 12.5 mm + + + AlignCenter + + + + + 122.71 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 16 mm + + + AlignCenter + + + + + 201.06 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 25 mm + + + AlignCenter + + + + + 490.87 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 32 mm + + + AlignCenter + + + + + 804.24 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + 40 mm + + + AlignCenter + + + + + 1256.63 mm² + + + AlignCenter + + + + + CA-50 + + + AlignCenter + + + + + + + 10 + 20 + 241 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Tabela de Bitolas de Aço</span></p></body></html> + + + Qt::AutoText + + + + + + 260 + 20 + 161 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações de ferros comerciais.</p></body></html> + + + + + + + 0 + 0 + 456 + 21 + + + + + + + + diff --git a/app/calculos/vigas.py b/app/calculos/vigas.py new file mode 100644 index 0000000..c1111ef --- /dev/null +++ b/app/calculos/vigas.py @@ -0,0 +1,356 @@ +import sys +import os +import math + +from dataclasses import dataclass + + +@dataclass +class DadosViga: + mk: float + vk: float + bw: float + h: float + d: float + fck: float + fyk: float + fcd: float + fyd: float + vsd: float + theta_transversal: int = 45 + modelo_calculo: str = "Modelo I" + xis_dominio: float = 0.450 + + def validar_dados(self) -> tuple[bool, str]: + """Valida se todos os dados necessários para cálculo foram preenchidos.""" + campos = { + "Momento Fletor (Mk)": self.mk, + "Largura da Viga (bw)": self.bw, + "Altura Total (h)": self.h, + "Altura Útil (d)": self.d, + "Concreto (fck)": self.fck, + "Aço (fyk)": self.fyk, + "Concreto (fcd)": self.fcd, + "Aço (fyd)": self.fyd, + } + + for nome, valor in campos.items(): + if valor is None or valor <= 0: + return False, f"O valor de '{nome}' está ausente ou inválido." + + return True, "Todos os dados válidos." + + +class CalculadoraViga: + + @staticmethod + def calcular_viga_cortante(dados_viga: DadosViga) -> dict: + + alfa_transversal = ( + 90 # Estribos verticais (ãngulo de 90° com relação ao eixo da barra) + ) + + alfa_transversal = (alfa_transversal / 180) * math.pi + fator_cotangentes_transversal = ( + (math.cos(alfa_transversal) / math.sin(alfa_transversal)) + ) + ( + math.cos(dados_viga.theta_transversal) + / math.sin(dados_viga.theta_transversal) + ) + fator_cotangentes_transversal = 1 + + vrd2 = ( + # -------------- TENSÃO MÁXIMA CONVENCIONAL DE CISALHAMENTO + 0.27 + * (1 - (dados_viga.fck / 250)) # alfav2 + * dados_viga.fcd + # -------------- TENSÃO MÁXIMA CONVENCIONAL DE CISALHAMENTO + * (dados_viga.bw / 100) # bw em metros + * (dados_viga.d / 100) # d em metros + * (math.sin(2 * dados_viga.theta_transversal)) + * fator_cotangentes_transversal + * 1000 + ) # Força cortante resistente de cálculo + vrd2 = round(vrd2, 2) + + print( + f"[NOTICE] Força Cortante Solicitante de Cálculo Vsd: {dados_viga.vsd:.2f} kN" + ) + print( + f"[NOTICE] Força Cortante Resistente de Cálculo (ruína das diagonais comprimidas) VRd2: {vrd2:.2f} kN" + ) + + if vrd2 < dados_viga.vsd: + print( + "[ERROR] A seção de concreto não permite gerar bielas resistentes à compressão. " + "Reveja as dimensões da viga ou esforços de cálculo para a estrutura." + ) + raise ValueError( + "A seção de concreto não permite gerar bielas resistentes à compressão. " + "Reveja as dimensões da viga ou esforços de cálculo para a estrutura." + ) + else: + vc_0 = ( + 0.09 + * (dados_viga.fck ** (2 / 3)) + * (dados_viga.bw / 100) + * (dados_viga.d / 100) + * 1000 + ) + if dados_viga.modelo_calculo == "Modelo II": + vc_0 = vc_0 * ((vrd2 - dados_viga.vsd) / (vrd2 - vc_0)) + + vsw = dados_viga.vsd - vc_0 + + as_transversal = ( + vsw + / (0.9 * (dados_viga.d / 100) * dados_viga.fyd) + * math.tan(dados_viga.theta_transversal) + ) * 1000 + + taxa_aco_cortante_retangular = ( + 0.2 * (0.3 * dados_viga.fck ** (2 / 3)) / dados_viga.fyk + ) + + as_min_transversal = ( + (dados_viga.bw * 10) * taxa_aco_cortante_retangular + ) * 1000 # para deixar em mm² + + print(f"[NOTICE] Força Cortante Vk: {dados_viga.vk:.2f} kN") + print( + f"[NOTICE] Força Cortante Mecanismos Complementares (ângulo = 45)° Vc0: {vc_0:.2f} kN" + ) + print( + f"[NOTICE] Força Cortante parcela resistida pela armadura transversal Vsw: {vsw:.2f} kN" + ) + print( + f"[NOTICE] Área da Seção Transversão dos Estribos Asw: {as_transversal:.2f} mm²" + ) + print( + f"[NOTICE] Área de aço transversal mínima por metro linear Aswmin/s: {as_min_transversal:.2f} mm²/m" + ) + + # TODO verificar se vou usar essa informação + if dados_viga.vsd <= 0.67 * vrd2: + espass_maximo = 30 + else: + espass_maximo = 20 + + return { + "vk_viga": dados_viga.vk, + "vsd": dados_viga.vsd, + "vrd2": vrd2, + "vc_0": vc_0, + "as_transversal": as_transversal, + "taxa_aco_cortante_retangular": taxa_aco_cortante_retangular, + "as_min_transversal": as_min_transversal, + "vsw": vsw, + } + + @staticmethod + def calcular_viga_simples(dados_viga: DadosViga) -> dict: + """Retonar um dicionário com os resultados obtidos após terminar o dimensionamento da viga simplesmente armada.""" + d_linha = dados_viga.h - dados_viga.d + area_secao_viga = dados_viga.bw * dados_viga.h + + kmd_viga = (dados_viga.mk * 1.4 * 1000) / ( + (dados_viga.bw / 100) + * ((dados_viga.d / 100) ** 2) + * (0.85 * dados_viga.fcd * 1000000) + ) + + if kmd_viga > 0.5: + print( + "[ERROR] Os esforços especificados não são suportados pela seção de concreto analisada. " + "Por favor altere as dimensões da seção da viga ou reveja os esforços de cálculo para a estrutura." + ) + raise ValueError( + "Os esforços especificados não são suportados pela seção de concreto analisada. " + "Por favor altere as dimensões da seção da viga ou reveja os esforços de cálculo para a estrutura." + ) + else: + kx_viga = (1 - math.sqrt(1 - 2 * kmd_viga)) / 0.8 + kz_viga = 1 - 0.4 * kx_viga + as_viga = (dados_viga.mk * 1.4 * 1000) / ( + kz_viga * (dados_viga.d / 100) * dados_viga.fyd + ) + + as_sobre_apoio_viga = as_viga / 3 + if dados_viga.h >= 60: + as_pele = (0.1 / 100) * area_secao_viga * 100 + else: + as_pele = 0 + + as_max_viga = (4 / 100) * area_secao_viga * 100 + + # TODO código repetido refatorar + taxa_aco_por_fck = { + 20: 0.0015, + 25: 0.0015, + 30: 0.00173, + 35: 0.00201, + 40: 0.00203, + 45: 0.00259, + 50: 0.00288, + } + taxa_aco_viga_retangular = taxa_aco_por_fck.get(dados_viga.fck) + + if taxa_aco_viga_retangular is None: + raise ValueError(f"fck inválido: {dados_viga.fck}") + + as_min_viga = taxa_aco_viga_retangular * area_secao_viga * 100 + + # TODO melhorar esta estrutura + if kx_viga < 0: + dominio_viga = "Domínio 1" + elif kx_viga > 0 and kx_viga < 0.259: + dominio_viga = "Domínio 2" + elif kx_viga > 0.259 and kx_viga < 0.45: + dominio_viga = "Domínio 3 - Dúctil" + elif kx_viga > 0.45 and kx_viga < 0.63: + dominio_viga = "Domínio 3 - Não Dúctil" + elif kx_viga > 0.628 and kx_viga < 1: + dominio_viga = "Domínio 4a" + elif (kx_viga > 0.438 and kx_viga < 1) and (dados_viga.fyk == 600): + dominio_viga = "Domínio 4a" + else: + dominio_viga = "Domínio 4b" + + print( + f"[NOTICE] Intensidade do momento fletor solicitante Kmd: {kmd_viga:.2f}" + ) + print(f"[NOTICE] Profundidade da linha neutra Kx: {kx_viga:.2f}") + print(f"[NOTICE] Altura do braço de alavanca interno Kz: {kz_viga:.2f}") + print( + f"[NOTICE] Área da seção transversal da armadura longitudinal de tração As: {as_viga:.2f} mm²" + ) + + resultados_viga = CalculadoraViga.calcular_viga_cortante(dados_viga) + + resultados_viga.update( + { + "kmd_viga": kmd_viga, + "kx_viga": kx_viga, + "kz_viga": kz_viga, + "as_viga": as_viga, + "as_sobre_apoio_viga": as_sobre_apoio_viga, + "as_max_viga": as_max_viga, + "as_min_viga": as_min_viga, + "as_pele": as_pele, + "d_linha": d_linha, + "dominio_viga": dominio_viga, + } + ) + + return resultados_viga + + @staticmethod + def calcular_viga_dupla(dados_viga: DadosViga) -> dict: + + d_linha = dados_viga.h - dados_viga.d + + xis_dominio = dados_viga.xis_dominio + + d_min_viga = math.sqrt( + (dados_viga.mk * 1.4 * 1000) + / ( + (dados_viga.bw / 100) + * (dados_viga.fcd * 1000000) + * (0.68 * xis_dominio - 0.272 * (xis_dominio**2)) + ) + ) + + x_lim_viga = xis_dominio * (dados_viga.d / 100) + + momento_lim_viga = ( + 0.68 + * (dados_viga.bw / 100) + * (dados_viga.fcd * 1000) + * x_lim_viga + * ((dados_viga.d / 100) - 0.4 * x_lim_viga) + ) + + if d_min_viga < (dados_viga.h / 100): + print( + "[NOTICE] A altura atual da viga é maior que a altura útil mínima, calcule como simplesmente armada." + ) + raise ValueError( + "A altura atual da viga é maior que a altura útil mínima, calcule como simplesmente armada." + ) + + else: + momento_lim_viga = ( + 0.68 + * (dados_viga.bw / 100) + * (dados_viga.fcd * 1000) + * x_lim_viga + * ((dados_viga.d / 100) - 0.4 * x_lim_viga) + ) + momento_2_viga = (dados_viga.mk * 1.4) - momento_lim_viga + + as_compressao_viga = (momento_2_viga * 1000) / ( + ((dados_viga.d / 100) - (d_linha / 100)) * (dados_viga.fyd) + ) + + as_tracao_viga = (momento_lim_viga * 1000) / ( + (1 - 0.4 * xis_dominio) * (dados_viga.d / 100) * dados_viga.fyd + ) + + as_tracao_viga = as_tracao_viga + as_compressao_viga + + as_total_viga = as_tracao_viga + as_compressao_viga + + as_sobre_apoio_viga = as_tracao_viga / 3 + + area_secao_viga = dados_viga.bw * dados_viga.h + if dados_viga.h >= 60: + as_pele = (0.1 / 100) * area_secao_viga * 100 + else: + as_pele = 0 + + # TODO Código repetido refatorar + taxa_aco_por_fck = { + 20: 0.0015, + 25: 0.0015, + 30: 0.00173, + 35: 0.00201, + 40: 0.00203, + 45: 0.00259, + 50: 0.00288, + } + taxa_aco_viga_retangular = taxa_aco_por_fck.get(dados_viga.fck) + + if taxa_aco_viga_retangular is None: + raise ValueError(f"fck inválido: {dados_viga.fck}") + + as_max_viga = (4 / 100) * area_secao_viga * 100 + as_min_viga = taxa_aco_viga_retangular * area_secao_viga * 100 + + + print(f"[NOTICE] Altura útil mínima para evitar armadura dupla d_min: {d_min_viga:.2f} m") + print(f"[NOTICE] Posição limite da linha neutra para domínio 3 x_lim: {x_lim_viga:.2f} m") + print(f"[NOTICE] Momento resistente último para armadura simples Mlim: {momento_lim_viga:.2f} kN.m") + print(f"[NOTICE] Momento excedente para armadura dupla Momento2: {momento_2_viga:.2f} kN.m") + print(f"[NOTICE] Área de aço de compressão As Compressão: {as_compressao_viga:.2f} mm²") + print(f"[NOTICE] Área de aço de tração As Tração: {as_tracao_viga:.2f} mm²") + + resultados_viga = CalculadoraViga.calcular_viga_cortante(dados_viga) + + resultados_viga.update( + { + "d_min_viga": d_min_viga, + "x_lim_viga": x_lim_viga, + "momento_lim_viga": momento_lim_viga, + "momento_2_viga": momento_2_viga, + "as_compressao_viga": as_compressao_viga, + "as_tracao_viga": as_tracao_viga, + "as_sobre_apoio_viga": as_sobre_apoio_viga, + "as_max_viga": as_max_viga, + "as_min_viga": as_min_viga, + "as_pele": as_pele, + "as_total_viga":as_total_viga, + "d_linha": d_linha, + } + ) + + return resultados_viga diff --git a/app/class_agres.ui b/app/class_agres.ui new file mode 100644 index 0000000..d396e2e --- /dev/null +++ b/app/class_agres.ui @@ -0,0 +1,456 @@ + + + MainWindow + + + + 0 + 0 + 575 + 511 + + + + MainWindow + + + + + + 10 + 350 + 561 + 141 + + + + + 631 + 421 + + + + + Elemento + + + + + Laje + + + + + Viga + + + + + Pilar + + + + + I + + + + + II + + + + + III + + + + + IV + + + + + Classe de Agressividade Ambiental + + + AlignCenter + + + + + + + + + + + + + + + + + + + + 2 cm + + + + + 2.5 cm + + + + + 3.5 cm + + + + + 4.5 cm + + + + + 2.5 cm + + + + + 3 cm + + + + + 4 cm + + + + + 5 cm + + + + + 2.5 cm + + + + + 3 cm + + + + + 4 cm + + + + + 5 cm + + + + + + + 10 + 60 + 561 + 231 + + + + + 631 + 421 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Classe + + + + + Agressividade + + + + + Tipo de Ambiente + + + + + Risco de Deterioração + + + + + I + + + + + Fraca + + + AlignCenter + + + + + Rural + + + AlignCenter + + + + + Insulficiente + + + AlignCenter + + + + + Submersa + + + AlignCenter + + + + + II + + + + + Moderada + + + AlignCenter + + + + + Urbana + + + AlignCenter + + + + + Pequeno + + + AlignCenter + + + + + III + + + + + Forte + + + AlignCenter + + + + + Marinha + + + AlignCenter + + + + + Grande + + + AlignCenter + + + + + Industrial + + + AlignCenter + + + + + V + + + + + Muito Forte + + + AlignCenter + + + + + Industrial + + + AlignCenter + + + + + Elevado + + + AlignCenter + + + + + Respingos de Maré + + + AlignCenter + + + + + + + 40 + 20 + 241 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Classes de Agressividade Ambiental</span></p></body></html> + + + Qt::AutoText + + + + + + 290 + 20 + 271 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6118/14 - Tabela 6.1.</p></body></html> + + + + + + 290 + 310 + 271 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6118/14 - Tabela 7.2.</p></body></html> + + + + + + 40 + 310 + 241 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Cobrimentos Mínimos/Agressividade</span></p></body></html> + + + Qt::AutoText + + + + + + + 0 + 0 + 575 + 21 + + + + + + + + diff --git a/app/detalhamento_vigas_alt.ui b/app/detalhamento_vigas_alt.ui new file mode 100644 index 0000000..29cf48a --- /dev/null +++ b/app/detalhamento_vigas_alt.ui @@ -0,0 +1,820 @@ + + + MainWindow + + + + 0 + 0 + 840 + 615 + + + + MainWindow + + + + + + 10 + 10 + 831 + 571 + + + + 0 + + + + Dimesionamento + + + + + 400 + 220 + 401 + 131 + + + + + + + 400 + 20 + 401 + 181 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Bitola + + + + + As unit [mm²] + + + + + nº aprox. + + + + + nº Barras + + + + + s [cm] + + + + + 6.3 + + + + + 31.17 + + + + + 8 + + + + + 50.26 + + + + + + + + + + 10 + + + + + 78.53 + + + + + 12.5 + + + + + 122.71 + + + + + 16 + + + + + 201.06 + + + + + 25 + + + + + 490.87 + + + + + 32 + + + + + 804.24 + + + + + 40 + + + + + 1256.63 + + + + + + + 290 + 320 + 75 + 23 + + + + Limpar + + + + + + 200 + 320 + 75 + 23 + + + + Calcular + + + + + + 10 + 370 + 361 + 161 + + + + Espaçamentos + + + + + 10 + 17 + 341 + 81 + + + + Espaçamentos entre Barras + + + + + 20 + 20 + 71 + 21 + + + + Horizontal [cm] + + + + + + 100 + 20 + 91 + 20 + + + + 0 + + + + + + 100 + 50 + 91 + 20 + + + + 0 + + + + + + 20 + 50 + 71 + 21 + + + + Vertical [cm] + + + + + + + 10 + 100 + 341 + 51 + + + + Espaçamento entre Estribos + + + + + 40 + 20 + 71 + 21 + + + + s [cm] + + + + + + 100 + 20 + 91 + 20 + + + + 0 + + + + + + + + 10 + 10 + 361 + 211 + + + + Entrada de Informações + + + + + 7 + 50 + 191 + 151 + + + + Seção + + + + + 20 + 20 + 91 + 16 + + + + Base - bw [cm] + + + + + + 110 + 50 + 71 + 20 + + + + 0 + + + + + + 20 + 110 + 91 + 16 + + + + Cobrimento [cm] + + + + + + 110 + 110 + 71 + 22 + + + + + 2 + + + + + 3 + + + + + 4 + + + + + 5 + + + + + + + 20 + 50 + 91 + 16 + + + + Altura - h [cm] + + + + + + 110 + 20 + 71 + 20 + + + + 0 + + + + + + 17 + 80 + 90 + 21 + + + + Alt. Útil - d [cm] + + + + + + 110 + 80 + 71 + 20 + + + + + + + + + + + 210 + 20 + 81 + 20 + + + + 0 + + + + + + 40 + 20 + 161 + 16 + + + + Área de Aço Longitudinal [mm²] + + + + + + 203 + 50 + 151 + 81 + + + + Material + + + + + 20 + 20 + 47 + 21 + + + + Bitola + + + + + + 70 + 20 + 71 + 22 + + + + + 6.3 + + + + + 8 + + + + + 10 + + + + + 12.5 + + + + + 16 + + + + + 25 + + + + + 32 + + + + + 40 + + + + + + + 20 + 50 + 47 + 21 + + + + φ agrg. + + + + + + 70 + 50 + 71 + 20 + + + + 1.9 + + + + + + + + 10 + 320 + 101 + 23 + + + + Resgatar Valores + + + + + + 10 + 230 + 361 + 81 + + + + Estribos + + + + + 70 + 20 + 61 + 20 + + + + 0 + + + + + + 20 + 50 + 61 + 21 + + + + Bitola + + + + + + 70 + 50 + 61 + 22 + + + + + 5.0 + + + + + 6.3 + + + + + 8.0 + + + + + 10.0 + + + + + 12.5 + + + + + 16 + + + + + 20 + + + + + + + 20 + 20 + 51 + 21 + + + + Vsw [N] + + + + + + 280 + 50 + 61 + 20 + + + + 2 + + + + + + 230 + 50 + 51 + 21 + + + + Tramos + + + + + + 230 + 20 + 61 + 21 + + + + fyk + + + + + + 280 + 20 + 61 + 22 + + + + + 250 + + + + + 500 + + + + + 600 + + + + + + + + + + + 0 + 0 + 840 + 21 + + + + + + + + PlotWidget + QWidget +

pyqtgraph
+ 1 + + + + + diff --git a/app/inicio_alt.ui b/app/inicio_alt.ui new file mode 100644 index 0000000..1a054fa --- /dev/null +++ b/app/inicio_alt.ui @@ -0,0 +1,1266 @@ + + + MainWindow + + + + 0 + 0 + 582 + 514 + + + + MainWindow + + + + + + + 0 + + + + Navier - Início + + + + + 215 + 60 + 261 + 41 + + + + QFrame::NoFrame + + + QFrame::Sunken + + + QAbstractScrollArea::AdjustToContents + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de peças em Concreto Armado (Vigas, Lajes, Fundações) segundo a NBR 6118/14.</p></body></html> + + + + + + 260 + 20 + 141 + 51 + + + + + + + images/navier_logo_mini.png + + + + + + -10 + -8 + 171 + 431 + + + + + + + + + + 410 + 40 + 71 + 31 + + + + <html><head/><body><p><span style=" font-style:italic;">- v. 0.3</span></p></body></html> + + + Qt::RichText + + + + + + 180 + 130 + 361 + 271 + + + + Elementos Estruturais + + + + + 10 + 20 + 341 + 60 + + + + Vigas + + + + + 270 + 10 + 61 + 50 + + + + + + + + + + 20 + 20 + 241 + 21 + + + + Vigas Simples e Duplamente Armada + + + + + + + 10 + 140 + 341 + 61 + + + + Lajes + + + + + 270 + 10 + 61 + 50 + + + + + + + + + + 20 + 20 + 241 + 21 + + + + Lajes Maciças Unidirecionais e Bidirecionais + + + + + + 200 + 60 + 351 + 61 + + + + Vigas + + + + + 280 + 10 + 61 + 41 + + + + VIGAS + + + + + + 20 + 20 + 241 + 21 + + + + Simples e Dupla Armação, Tê + + + + + + + + 10 + 200 + 341 + 61 + + + + Fundação + + + + + 270 + 10 + 61 + 50 + + + + + + + + + + 20 + 20 + 241 + 21 + + + + Sapatas Isoladas Excêntricas + + + + + + 200 + 60 + 351 + 61 + + + + Vigas + + + + + 280 + 10 + 61 + 41 + + + + VIGAS + + + + + + 20 + 20 + 241 + 21 + + + + Simples e Dupla Armação, Tê + + + + + + + + 10 + 80 + 341 + 61 + + + + Pilares + + + + + 270 + 10 + 61 + 50 + + + + + + + + + + 20 + 16 + 251 + 31 + + + + <html><head/><body><p>Pilares Intermediários, de Extremidade e Canto</p></body></html> + + + Qt::RichText + + + + + + 200 + 60 + 351 + 61 + + + + Vigas + + + + + 280 + 10 + 61 + 41 + + + + VIGAS + + + + + + 20 + 20 + 241 + 21 + + + + Simples e Dupla Armação, Tê + + + + + + + + + 10 + 80 + 141 + 141 + + + + + + + images/navier_logo.png + + + false + + + + + + 20 + 330 + 131 + 51 + + + + + + + images/nassau_logo.png + + + true + + + + + + Descrição + + + + + -10 + -1 + 91 + 421 + + + + + + + + + + 100 + 80 + 451 + 291 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">O Software</span></p> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Este programa permite realizar cálculos de Vigas, Pilares, Lajes e Sapatas de concreto armado em alguns casos espefícicos. Os cálculos envolvidos são estabelecidos para as situações críticas das peças no ELU (estado limite último), obedecendo os critérios indicados na ABNT NBR 6118/2014 (Projetos de estruturas de concreto - Procedimento). Este software foi desenvolvido em ambiente acadêmico. </p> +<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Responsabilidade</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">O Navier realiza cálculos baseado em roteiros de cálculo de elementos estruturais isolados, explicitas em literaturas da área. Os resultados obtidos na utilização do programa deve ser analisados com cautela e estudados antes de qualquer aplicação, sendo voltado principalmente para profissionais envolvidos na área da construção civil com conhecimento técnico sobre análise de estruturas e concreto armado, a saber principalmente engenheiros e estudantes. O desenvolvedor não tem nenhuma responsabilidade sobre a aplicação dos resultados, cabendo a uma pessoa legalmente habilitada [engenheiro] a palavra final sobre um projeto<span style=" font-size:8pt;"> (cf. Resolução 1010, 22 de agosto de 2005, Art. 5º)</span></p> +<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">Cálculos Realizados</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">____________________________________________________________</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Vigas:</span> </p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de vigas de concreto armado com seções retangular, permite calcular armaduras de aço longitudinal e transversal. Para o armadura longitudinal existe as opções de calcular armadura simples ou armadura dupla, verificando requisitos como seção da viga, esforços e material para geração das áreas de aço (englobando armadura principal, sobre-apoio, pele e limitantes máxima e mínima), coeficientes (kmd, kx, kz) e dados sobre o domínio de ruptura. No cálculo das armaduras transversais o Navier permite o cálculo dos estribos baseados nos dois modelos de cálculo expressos na norma, sendo o modelo I o mais aplicado em projetos, já o modelo II possibilita a inserção de angulação para as bielas comprimidas diminuindo a taxa de área de aço.</p> +<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Pilares:</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculos de pilares de concreto armado com seção retangular, permite calcular situações de pilares centrais e de extremidade, resolucionando situações de compressão centrada e flexo-compressão normal.</p> +<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Lajes:</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de lajes de concreto armado do tipo maciça, permite calcular lajes unidirecionais e bidirecionais, utiliza-se dos coeficientes de Marcus para obtenção de esforços em elementos bidirecionais (tipo cruz) e utiliza as formulações dos momentos típicos em vigas biapoiadas para casos unidirecionais. Também são gerados coeficientes e informações relativas a laje com armaduras em ambas as direções. O Navier permite a entrada dos tipos de fixação laterais em engastadas ou livres.</p> +<p align="justify" style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-weight:600;">- Fundações:</span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Cálculo de fundações de concreto armado do tipo isolada simples, permite calcular sapatas do tipo excêntricas e isoladas, através de informações dos materiais, esforços e dados do solo encontra as área de aço finais de tração em cada um dos sentidos assim como também diversas informações como alturas exigidas, balanços, normal equivalente e também tensões máximas e mínimas atuantes na base da sapata. Para obter resultados podem ser inseridos dimensões esperadas ou também solicitar dimensionamento automático da fundação.</p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">_______________________________________________________________________</p></body></html> + + + + + + 120 + 30 + 371 + 31 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p align="center" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt; font-weight:600;">Navier - software de cálculo de peças de concreto armado</span></p></body></html> + + + + + + Tabelas e Infos + + + + + -10 + 0 + 91 + 421 + + + + + + + + + + 110 + 20 + 321 + 30 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Tabelas importantes de normas brasileiras e cálculo</span></p></body></html> + + + + + + 129 + 255 + 391 + 150 + + + + Tabelas de auxílio de cálculo + + + + + 30 + 89 + 221 + 51 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Ábacos de Flexotração</span></p> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:7pt;"> </span><span style=" font-size:8pt;">Normal (Venturini &amp; Rodrigues)</span></p> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;"> Oblíqua (Libânio M. Pinheiro)</span></p></body></html> + + + + + + 30 + 27 + 221 + 41 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Tabela de Marcus </span></p> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;">(Lajes Bidirecionais)</span></p></body></html> + + + + + + 330 + 88 + 51 + 50 + + + + + + + + + + 330 + 26 + 51 + 51 + + + + + + + + + + 10 + 20 + 381 + 60 + + + + + + + + + + 10 + 83 + 381 + 60 + + + + + + + + + + 270 + 88 + 51 + 50 + + + + + + + groupBox_26 + groupBox_17 + textBrowser_13 + textBrowser_12 + pushButton_8 + pushButton_7 + pushButton_23 + + + + + 130 + 43 + 391 + 211 + + + + Tabelas de Normas + + + + + 30 + 159 + 281 + 30 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Relação de bitolas de aços comerciais</span></p></body></html> + + + + + + 30 + 36 + 281 + 30 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Agressividade Ambiental (NBR 6118/2014)</span></p></body></html> + + + + + + 330 + 26 + 51 + 51 + + + + + + + + + + 330 + 87 + 51 + 51 + + + + + + + + + + 30 + 97 + 281 + 30 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">- Carregamento Adicional (NBR 6120/2019)</span></p></body></html> + + + + + + 330 + 149 + 51 + 51 + + + + + + + + + + 10 + 20 + 381 + 61 + + + + + + + + + + 10 + 82 + 381 + 61 + + + + + + + + + + 10 + 144 + 381 + 60 + + + + + + + groupBox_16 + groupBox_15 + groupBox_14 + textBrowser_11 + textBrowser_9 + pushButton_2 + pushButton_5 + textBrowser_10 + pushButton_6 + + + + + Normas e Referências + + + + + -10 + 0 + 91 + 421 + + + + + + + + + + 110 + 20 + 91 + 30 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;">Referências </span></p></body></html> + + + + + + 140 + 90 + 411 + 291 + + + + + + + + + 255 + 255 + 255 + + + + + + + 255 + 255 + 255 + + + + + + + + + 255 + 255 + 255 + + + + + + + 255 + 255 + 255 + + + + + + + + + 255 + 255 + 255 + + + + + + + 255 + 255 + 255 + + + + + + + + QFrame::HLine + + + true + + + + + 0 + 0 + 390 + 537 + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. </span><span style=" font-size:8pt; font-weight:600;">NBR 6118</span><span style=" font-size:8pt;">: projeto de estruturas de concreto – procedimentos. Rio de Janeiro, 2014. </span></p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. </span><span style=" font-size:8pt; font-weight:600;">NBR 6120</span><span style=" font-size:8pt;">: cargas para cálculo de estruturas de edificações. Rio de Janeiro, 2019. </span></p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt;">ARAÚJO, José Milton de. </span><span style=" font-size:8pt; font-weight:600;">Curso de concreto armado</span><span style=" font-size:8pt;"> - Vol. 1. 4ª Ed. Rio Grande: Ed. Dunas, 2014. </span></p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt; color:#222222; background-color:#ffffff;">CARVALHO, Roberto Chust; FIGUEIREDO FILHO, Jasson Rodrigues de. </span><span style=" font-size:8pt; font-weight:600; color:#222222; background-color:#ffffff;">Cálculo e detalhamento de estruturas usuais de concreto armado: </span><span style=" font-size:8pt; color:#222222; background-color:#ffffff;">Segundo a NBR 6118:2014. 4. ed. São Carlos: Edufscar, 2014.</span><span style=" font-size:8pt;"> </span></p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:8pt; color:#000000;">CLÍMACO, João Carlos Teatini de Souza. </span><span style=" font-size:8pt; font-weight:600; color:#000000;">Estruturas de Concreto Armado</span><span style=" font-size:8pt; color:#000000;">. 2. ed. Brasília: Editora UNB, 2008.</span><span style=" font-size:8pt;"> </span></p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">BASTOS, P.S.S. Fundamentos do concreto armado. Notas de aula, Disciplina 1288 – Estruturas de Concreto I. Bauru/SP, Departamento Engenharia Civil, Faculdade de Engenharia - Universidade Estadual Paulista - UNESP, agosto/2004, 60p. </p></body></html> + + + + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 6118: Projeto de estruturas de concreto - Procedimento. Rio de Janeiro, 2014. </p></body></html> + + + + + + + + + + Sobre + + + + + -10 + 0 + 91 + 421 + + + + + + + + + + 420 + 250 + 141 + 151 + + + + + + + images/navier_logo.png + + + + + + 160 + 351 + 256 + 51 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;">&quot;Convém que Ele cresça e eu diminua&quot; </span></p> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-style:italic;"> João 3:30.</span></p> +<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p></body></html> + + + + + + 110 + 60 + 401 + 71 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt;">Navier </span></p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:9pt;"> </span><span style=" font-size:8pt;"> Software para cálculo de peças de Concreto Armado</span> </p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Programado em Python 3.7 </p> +<p align="justify" style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Interface gráfica com PyQt5</p></body></html> + + + + + + 180 + 160 + 331 + 41 + + + + QFrame::NoFrame + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8.25pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"> Anderson Alves de Aguiar (andersonalvesmath@hotmail.com)</p> +<p style="-qt-paragraph-type:empty; margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><br /></p></body></html> + + + + + + 120 + 150 + 71 + 41 + + + + + + + images/logo_a3_mini.png + + + true + + + + + + 190 + 190 + 31 + 30 + + + + + + + images/git_logo.png + + + true + + + + + + 240 + 198 + 151 + 16 + + + + https://github.com/Anderson3 + + + + + + 460 + 190 + 31 + 31 + + + + + + + images/logo_brunel.png + + + true + + + + + + 410 + 190 + 31 + 31 + + + + + + + images/logo_engtool.png + + + true + + + + + + + + + + + + 0 + 0 + 582 + 21 + + + + + + + diff --git a/app/lajes_alt.ui b/app/lajes_alt.ui new file mode 100644 index 0000000..05a74c5 --- /dev/null +++ b/app/lajes_alt.ui @@ -0,0 +1,1571 @@ + + + MainWindow + + + + 0 + 0 + 1245 + 587 + + + + MainWindow + + + + + + 20 + 300 + 251 + 81 + + + + Carregamento + + + + + 20 + 20 + 121 + 20 + + + + Peso Próprio [KN/m²] + + + + + + 140 + 20 + 81 + 20 + + + + 0 + + + + + + 20 + 50 + 121 + 20 + + + + Carg. 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Outros usos + + + + + conforme o item pertinente desta Tabela + + + + + Validar caso a caso, respeitando o valor mínimo indicado nesta Tabela + + + + + 3 + + + AlignCenter + + + + + Câmara fria + + + + + 5 + + + AlignCenter + + + + + Validar caso a caso, respeitando o valor mínimo indicado nesta Tabela + + + + + 7,5 kN/m 2 até 2,5 m de altura de estoque + 3 kN/m 2 por metro de altura de estoque excedente + + + AlignCenter + + + + + Locais sujeitos ao acúmulo de mercadorias, incluindo zonas de acesso Materiais de armazenagem + + + + + 7,5 + + + AlignCenter + + + + + Supermercados + + + + + tabela + + + AlignCenter + + + + + Dormitórios + + + + + 1.5 + + + AlignCenter + + + + + Sala, copa, cozinha + + + + + 1,5 + + + AlignCenter + + + + + Sanitários + + + + + 1,5 + + + AlignCenter + + + + + Despensa, área de serviço e lavanderia + + + + + 2 + + + AlignCenter + + + + + Quadras esportivas + + + + + 5 + + + AlignCenter + + + + + Salão de festas, salão de jogos + + + + + 3 + + + AlignCenter + + + + + Áreas de uso comum + + + + + 3 + + + AlignCenter + + + + + Academia + + + + + 3 + + + AlignCenter + + + + + Forro acessíveis apenas para manutenção e sem estoque de materiais + + + + + 0,1 + + + AlignCenter + + + + + Sótão + + + + + 2 + + + AlignCenter + + + + + Corredores dentro de unidades autônomas + + + + + 1,5 + + + AlignCenter + + + + + Corredores de uso comum + + + + + 3 + + + AlignCenter + + + + + Depósitos + + + + + 3 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Jardins (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Salas de uso geral e sanitários + + + + + 2,5 + + + AlignCenter + + + + + Regiões de arquivos deslizantes + + + + + 5 + + + AlignCenter + + + + + Call center + + + + + 3 + + + AlignCenter + + + + + Corredores dentro de unidades autônomas + + + + + 2,5 + + + AlignCenter + + + + + Corredores de uso comum + + + + + 3 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Jardins (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Áreas de produção, processos, manufatura etc. + + + + + - + + + AlignCenter + + + + + Refeitórios + + + + + 3 + + + AlignCenter + + + + + Sanitários, vestiários + + + + + 2 + + + AlignCenter + + + + + Cozinhas + + + + + 3 + + + AlignCenter + + + + + Salas administrativas + + + + + 2.5 + + + AlignCenter + + + + + Corredores + + + + + 3 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Hospitais + + + + + 3 + + + AlignCenter + + + + + Residenciais, hotéis (dentro de unidades autônomas) + + + + + 2,5 + + + AlignCenter + + + + + Residenciais, hotéis (uso comum) + + + + + 3 + + + AlignCenter + + + + + Edifícios comerciais, clubes, escritórios, bibliotecas + + + + + 3 + + + AlignCenter + + + + + Centros de exposição + + + + + 5 + + + AlignCenter + + + + + Centros de convenções e locais de reunião de pessoas, teatros, igrejas + + + + + 5 + + + AlignCenter + + + + + Escolas + + + + + 3 + + + AlignCenter + + + + + Cinemas, centros comerciais, shopping centers + + + + + 4 + + + AlignCenter + + + + + Servindo arquibancadas + + + + + 5 + + + AlignCenter + + + + + Com acesso público + + + + + 3 + + + AlignCenter + + + + + Sem acesso público + + + + + 2,5 + + + AlignCenter + + + + + Auditório com assentos fixos + + + + + 4 + + + AlignCenter + + + + + Auditório com assentos móveis + + + + + 5 + + + AlignCenter + + + + + Corredor + + + + + 3 + + + AlignCenter + + + + + Sala de aula + + + + + 3 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Dormitórios + + + + + 2,5 + + + AlignCenter + + + + + Cafés, restaurantes + + + + + 3 + + + AlignCenter + + + + + Salão de esportes, academia + + + + + 5 + + + AlignCenter + + + + + Salão de danças + + + + + 5 + + + AlignCenter + + + + + Sanitários, vestiários + + + + + 2 + + + AlignCenter + + + + + Cozinhas + + + + + 3 + + + AlignCenter + + + + + Depósitos + + + + + 5 + + + AlignCenter + + + + + Laboratórios + + + + + 3 + + + AlignCenter + + + + + Regiões de arquivos deslizantes + + + + + 5 + + + AlignCenter + + + + + Quadras esportivas + + + + + 5 + + + AlignCenter + + + + + Biblioteca (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Acessos, escadas, corredores e plataformas (estações de trens, metrôs, ônibus, portos) + + + + + 5 + + + AlignCenter + + + + + Aeroportos (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Áreas sujeitas ao tráfego de veículos (ver 6.6) + + + + + - + + + AlignCenter + + + + + Acessíveis apenas para manutenção e sem estoque de materiais + + + + + 0,1 + + + AlignCenter + + + + + - + + + AlignCenter + + + + + 5 + + + AlignCenter + + + + + - + + + AlignCenter + + + + + Dormitórios, enfermaria, sala de recuperação, sanitários + + + + + 2 + + + AlignCenter + + + + + Sala de raios X, sala de cirurgia + + + + + 3 + + + AlignCenter + + + + + Laboratório + + + + + 3 + + + AlignCenter + + + + + Corredores + + + + + 3 + + + AlignCenter + + + + + Sala de refeições, café, restaurante + + + + + 3 + + + AlignCenter + + + + + Depósitos + + + + + 20 kN/m2 até 3 m de altura de estoque + 5 kN/m 2 por metro de altura de estoque excedente + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Dormitórios + + + + + 1,5 + + + AlignCenter + + + + + Sanitários dentro de unidades autônomas + + + + + 1,5 + + + AlignCenter + + + + + Demais sanitários, vestiários + + + + + 2 + + + AlignCenter + + + + + Salão de esportes, academia + + + + + 5 + + + AlignCenter + + + + + Salão de festas, salão de jogos + + + + + 3 + + + AlignCenter + + + + + Áreas de uso comum + + + + + 3 + + + AlignCenter + + + + + Corredores de unidades autônomas + + + + + 1,5 + + + AlignCenter + + + + + Corredores de uso comum + + + + + 3 + + + AlignCenter + + + + + Restaurante + + + + + 3 + + + AlignCenter + + + + + Sala de assembleia com assentos fixos + + + + + 4 + + + AlignCenter + + + + + Sala de assembleia com assentos móveis + + + + + 5 + + + AlignCenter + + + + + Cozinhas + + + + + 3 + + + AlignCenter + + + + + Depósitos + + + + + 5 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Lavanderias (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Celas + + + + + 3 + + + AlignCenter + + + + + Corredores + + + + + 3 + + + AlignCenter + + + + + Sanitários + + + + + 2 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Com possibilidade de acesso de pessoas + + + + + 3 + + + AlignCenter + + + + + Sem possibilidade de acesso de pessoas (somente acesso de manutenção) + + + + + 1 + + + AlignCenter + + + + + Incluindo equipamentos + + + + + 3 + + + AlignCenter + + + + + Incluindo equipamentos + + + + + 3 + + + AlignCenter + + + + + Circulações e lojas em geral + + + + + 4 + + + AlignCenter + + + + + Lojas com mezanino metálico (inclui o peso próprio do mezanino e sua carga de uso) + + + + + 7,5 + + + AlignCenter + + + + + Mezanino metálico (apenas carga de uso) + + + + + 2 + + + AlignCenter + + + + + Praça de alimentação - área de público + + + + + 5 + + + AlignCenter + + + + + Praça de alimentação - área de cozinhas e serviços + + + + + 7,5 + + + AlignCenter + + + + + Cinema e teatro (apenas carga de uso, plateia com assentos fixos) + + + + + 4 + + + AlignCenter + + + + + Cinema e teatro (acessos e corredores) + + + + + 4 + + + AlignCenter + + + + + Cinema e teatro (piso que o suporta) + + + + + 12,5 + + + AlignCenter + + + + + Sanitários + + + + + 2 + + + AlignCenter + + + + + Depósitos + + + + + 5 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Região de terminais de autoatendimento, caixas eletrônicos + + + + + 12 + + + AlignCenter + + + + + Supermercados (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Áreas de exposição + + + + + 3 + + + AlignCenter + + + + + Sanitários + + + + + 2 + + + AlignCenter + + + + + Depósitos + + + + + 5 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Acessos, corredores + + + + + 5 + + + AlignCenter + + + + + Salão + + + + + 3 + + + AlignCenter + + + + + Sanitários + + + + + 2 + + + AlignCenter + + + + + Depósitos + + + + + 5 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Cozinha (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Salão de vendas com gôndolas, balcões com ou sem refrigeração + + + + + 8 + + + AlignCenter + + + + + Salão de vendas com porta-paletes + + + + + 20 kN/m 2 até 3 m de altura de estoque + 3 kN/m 2 por metro de altura de estoque excedente + + + + + Depósitos (com ou sem porta-paletes) + + + + + 20 kN/m 2 até 3 m de altura de estoque + 5 kN/m 2 por metro de altura de estoque excedente + + + + + Padaria, açougue, peixaria, frios e demais áreas de manipulação de alimentos + + + + + 8 + + + AlignCenter + + + + + Área de caixas (check outs) + + + + + 4 + + + AlignCenter + + + + + Sanitários + + + + + 2 + + + AlignCenter + + + + + Salas administrativas + + + + + 2,5 + + + AlignCenter + + + + + Região de terminais de autoatendimento, caixas eletrônicos + + + + + 12 + + + AlignCenter + + + + + Salas-cofre, salas-forte + + + + + 10 + + + AlignCenter + + + + + Áreas técnicas (ver item nesta Tabela) + + + + + tabela + + + AlignCenter + + + + + Sem acesso público + + + + + 11,5 + + + AlignCenter + + + + + Com acesso público + + + + + 3 + + + AlignCenter + + + + + Residenciais, hotéis, hospitais (uso comum) + + + + + 3 + + + AlignCenter + + + + + Edifícios comerciais, corporativos e de escritórios + + + + + 3 + + + AlignCenter + + + + + Clubes, escolas, bibliotecas + + + + + 3 + + + AlignCenter + + + + + Centros de convenções e locais de reunião de pessoas, teatros, igrejas + + + + + 5 + + + AlignCenter + + + + + Cinemas, centros comerciais, shopping centers + + + + + 4 + + + AlignCenter + + + + + Servindo arquibancadas + + + + + 5 + + + AlignCenter + + + + + + + 40 + 20 + 241 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:0px; margin-bottom:0px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;"><span style=" font-size:10pt; font-weight:600;">Carrregamentos Adicionais</span></p></body></html> + + + Qt::AutoText + + + + + + 360 + 20 + 251 + 31 + + + + <!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0//EN" "http://www.w3.org/TR/REC-html40/strict.dtd"> +<html><head><meta name="qrichtext" content="1" /><style type="text/css"> +p, li { white-space: pre-wrap; } +</style></head><body style=" font-family:'MS Shell Dlg 2'; font-size:8pt; font-weight:400; font-style:normal;"> +<p style=" margin-top:12px; margin-bottom:12px; margin-left:0px; margin-right:0px; -qt-block-indent:0; text-indent:0px;">Informações extraídas da NBR 6120/19 - Tabela 10.</p></body></html> + + + + + + + 0 + 0 + 655 + 21 + + + + + + + + diff --git a/app/main.py b/app/main.py new file mode 100644 index 0000000..2ba826e --- /dev/null +++ b/app/main.py @@ -0,0 +1,2460 @@ +import sys +import os +import math + +from PyQt6.uic import loadUi +from PyQt6.QtWidgets import ( + QApplication, + QMainWindow, + QLabel, + QMessageBox, + QVBoxLayout, + QHBoxLayout, + QDialog, + QMessageBox, + QTableWidget, + QTableWidgetItem, + QStatusBar, + QToolBar, + QLineEdit, + QComboBox, + QSpinBox, +) +from PyQt6.QtGui import QPixmap, QIcon, QImage +from PyQt6 import QtWidgets, QtGui, QtCore +import pyqtgraph as pg +from calculos.vigas import DadosViga, CalculadoraViga + +# import marcus + +tabela_marcus = "tabela_marcus.pdf" +abaco_normal = "abaco_normal.pdf" +abaco_obliqua = "abaco_obliqua.pdf" + + +class Inicio(QMainWindow): + def __init__(self, parent=None): + super().__init__(parent) + self.setWindowTitle("Navier - Início") + self.ui = None + self.load_ui() + self.load_signals() + + def load_ui(self): + self.ui = loadUi("inicio_alt.ui", self) + self.label.setStyleSheet("Background-Color: #ddebff;") + + self.pushButton.setIcon(QtGui.QIcon("images/btn_inicio_vigas.png")) + self.pushButton.setIconSize(QtCore.QSize(52, 52)) + self.pushButton_3.setIcon(QtGui.QIcon("images/btn_inicio_pilares.png")) + self.pushButton_3.setIconSize(QtCore.QSize(42, 42)) + self.pushButton_9.setIcon(QtGui.QIcon("images/btn_inicio_lajes.png")) + self.pushButton_9.setIconSize(QtCore.QSize(42, 42)) + self.pushButton_11.setIcon(QtGui.QIcon("images/btn_inicio_fundacoes.png")) + self.pushButton_11.setIconSize(QtCore.QSize(45, 45)) + + self.label_5.setStyleSheet("Background-Color: #ddebff;") + self.label_10.setStyleSheet("Background-Color: #ddebff;") + self.label_9.setStyleSheet("Background-Color: #ddebff;") + self.label_11.setStyleSheet("Background-Color: #ddebff;") + + self.pushButton_2.setIcon(QtGui.QIcon("images/btn_caa.png")) + self.pushButton_2.setIconSize(QtCore.QSize(45, 45)) + self.pushButton_5.setIcon(QtGui.QIcon("images/btn_cadicional.png")) + self.pushButton_5.setIconSize(QtCore.QSize(45, 45)) + self.pushButton_6.setIcon(QtGui.QIcon("images/btn_tabbitolas.png")) + self.pushButton_6.setIconSize(QtCore.QSize(45, 45)) + self.pushButton_7.setIcon(QtGui.QIcon("images/btn_tabmarcus.png")) + self.pushButton_7.setIconSize(QtCore.QSize(45, 45)) + self.pushButton_8.setIcon(QtGui.QIcon("images/btn_flexaosimples.png")) + self.pushButton_8.setIconSize(QtCore.QSize(45, 45)) + self.pushButton_23.setIcon(QtGui.QIcon("images/btn_flexaocomposta.png")) + self.pushButton_23.setIconSize(QtCore.QSize(45, 45)) + + self.label_21.setToolTip( + "Brunel - programa de cálculo e verificação de perfis metálicos para perfis brasileiros" + ) + self.label_22.setToolTip( + "EngTool - aplicação mobile para cálculo de vigas de concreto armado" + ) + + self.setFixedSize(570, 450) + + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.show() + + def load_signals(self): + self.pushButton.clicked.connect(self.iniciar_vigas) + self.pushButton_3.clicked.connect(self.iniciar_pilares) + self.pushButton_9.clicked.connect(self.iniciar_lajes) + self.pushButton_11.clicked.connect(self.iniciar_fundacoes) + + self.pushButton_2.clicked.connect(self.iniciar_classe_agressividade) + self.pushButton_5.clicked.connect(self.iniciar_carga_adicional) + self.pushButton_6.clicked.connect(self.iniciar_tabela_bitolas) + + self.pushButton_7.clicked.connect( + lambda: self.abrirTabelaAuxiliar(tabela_marcus) + ) + self.pushButton_23.clicked.connect( + lambda: self.abrirTabelaAuxiliar(abaco_normal) + ) + self.pushButton_8.clicked.connect( + lambda: self.abrirTabelaAuxiliar(abaco_obliqua) + ) + + def abrirTabelaAuxiliar(self, file): + os.startfile(file) + + def iniciar_vigas(self) -> None: + """Exibe a janela de dimensiomaneto de vigas.""" + print("[INFO] Janela de Dimensionamento de Vigas carregada corretamente!") + vigas.show() + + def iniciar_pilares(self): + print("pilares") + pilares.show() + + def iniciar_lajes(self): + print("lajes") + lajes.show() + + def iniciar_fundacoes(self): + print("fundações") + sapatas.show() + + # --------------------------- forms complementares ----------------------------- + def iniciar_carga_adicional(self): + print("carga adicional") + carga_adicional.show() + + def iniciar_tabela_bitolas(self): + print("carga adicional") + tabela_bitolas.show() + + def iniciar_classe_agressividade(self): + print("classe de agressividade") + tabela_classe_agressividade.show() + + +class Vigas(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.ui = loadUi("vigas_alt.ui", self) + self.load_signals() + + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Vigas") + self.setFixedSize(860, 620) + + def load_signals(self): + self.btn_viga_armacao_simples.clicked.connect( + lambda: self.stacked_viga_modelo_armacao.setCurrentIndex(1) + ) + self.btn_viga_armacao_dupla.clicked.connect( + lambda: self.stacked_viga_modelo_armacao.setCurrentIndex(0) + ) + self.btn_viga_gerar_detalhamento.clicked.connect(lambda: detalhar_vigas.show()) + + self.btn_viga_calcular.clicked.connect(self.calcular_viga_index) + self.btn_viga_limpar.clicked.connect(self.limpar_preenchimento_janela_vigas) + + self.radio_viga_dominio_2.clicked.connect( + lambda: self.ledit_viga_linha_neutra.setText("0.450") + ) + self.radio_viga_dominio_3.clicked.connect( + lambda: self.ledit_viga_linha_neutra.setText("0.628") + ) + + def calcular_viga_index(self) -> None: + """Define o tipo de cálculo a ser realizado para dimensionamento da viga. + Viga simplesmente ou duplamente armada. + """ + indice = self.stacked_viga_modelo_armacao.currentIndex() + + if indice == 1: + print("[INFO] Calculando Viga Simplesmente armada.") + try: + dados_viga = self._coletar_dados_interface(tipo_armacao_viga="Simples") + calculos_viga = CalculadoraViga() + dicionario_resultados = calculos_viga.calcular_viga_simples(dados_viga) + self._atualizar_dados_interface( + dicionario_resultados, tipo_armacao_viga="Simples" + ) + except Exception as e: + QMessageBox.warning( + self, + "Aviso", + str(e) or "Dados inconsistentes — verifique os campos.", + ) + return + else: + print("[INFO] Calculando Viga Duplamente armada.") + try: + dados_viga = self._coletar_dados_interface(tipo_armacao_viga="Dupla") + calculos_viga = CalculadoraViga() + dicionario_resultados = calculos_viga.calcular_viga_dupla(dados_viga) + self._atualizar_dados_interface( + dicionario_resultados, tipo_armacao_viga="Dupla" + ) + except Exception as e: + QMessageBox.warning( + self, + "Aviso", + str(e) or "Dados inconsistentes — verifique os campos.", + ) + return + + def limpar_preenchimento_janela_vigas(self) -> None: + """Retorna todos os widgets da janela para seus valores default.""" + + for widget in self.findChildren(QLineEdit): + widget.clear() + + for widget in self.findChildren(QComboBox): + widget.setCurrentIndex(0) + + for spin in self.findChildren(QSpinBox): + if spin.objectName() == "spin_viga_angulo_theta": + spin.setValue(30) + + self.radio_viga_dominio_3.setChecked(False) + self.radio_viga_dominio_2.setChecked(True) + self.radio_viga_modelo_calculo_1.setChecked(True) + self.radio_viga_modelo_calculo_2.setChecked(False) + + def _verificar_modelo_calculo_viga(self) -> str: + """Retorna o modelo de cálculo que será utilizado para verificação ao cisalhamento no ELU. + + Modelo I: Diagonais de compressão inclinadas a 45° em relação ao eixo longitudinal do elemento estrutural e + parcela complementar Vc de valor constante, independente de VSd. + + Modelo II: Diagonais de compressão inclinadas em relação ao eixo longitudinal da peça, variando livremente entre 30° e 45°. Admite ainda + que a parcela complementar Vc sofra redução com o aumento de VSd. + + """ + if self.radio_viga_modelo_calculo_2.isChecked(): + modelo_calculo = "Modelo II" + else: + modelo_calculo = "Modelo I" + return modelo_calculo + + def _coletar_dados_interface(self, tipo_armacao_viga: str) -> DadosViga: + """Coleta e converte dados da interface para DTO para serem utilizados no dimensionamento das vigas.""" + + modelo_calculo = self._verificar_modelo_calculo_viga() + + if modelo_calculo == "Modelo I": + theta_transversal = 45 + else: + theta_transversal = self.spin_viga_angulo_theta.value() + + if tipo_armacao_viga == "Simples": + + dados_calculo_viga = DadosViga( + mk=float(self.ledit_viga_momento_fletor.text()), + vk=float(self.ledit_viga_cortante.text()), + bw=float(self.ledit_viga_armacao_simples_largura.text()), + h=float(self.ledit_viga_armacao_simples_altura.text()), + d=float(self.ledit_viga_armacao_simples_altura_util.text()), + fck=float(self.combo_viga_concreto_fck.currentText()), + fyk=float(self.combo_viga_aco_classe.currentText()), + fcd=float(self.combo_viga_concreto_fck.currentText()) / 1.4, + fyd=float(self.combo_viga_aco_classe.currentText()) / 1.15, + vsd=float(self.ledit_viga_cortante.text()) * 1.4, + theta_transversal=(theta_transversal / 180) * math.pi, + modelo_calculo=modelo_calculo, + ) + + validacao, mensagem = dados_calculo_viga.validar_dados() + if not validacao: + raise ValueError(mensagem) + + return dados_calculo_viga + + else: + dados_calculo_viga = DadosViga( + mk=float(self.ledit_viga_momento_fletor.text()), + vk=float(self.ledit_viga_cortante.text()), + bw=float(self.ledit_viga_armacao_dupla_lagura.text()), + h=float(self.ledit_viga_armacao_dupla_altura.text()), + d=float(self.ledit_viga_armacao_dupla_altura_util.text()), + fck=float(self.combo_viga_concreto_fck.currentText()), + fyk=float(self.combo_viga_aco_classe.currentText()), + fcd=float(self.combo_viga_concreto_fck.currentText()) / 1.4, + fyd=float(self.combo_viga_aco_classe.currentText()) / 1.15, + vsd=float(self.ledit_viga_cortante.text()) * 1.4, + theta_transversal=(theta_transversal / 180) * math.pi, + modelo_calculo=modelo_calculo, + xis_dominio=float(self.ledit_viga_linha_neutra.text()), + ) + + validacao, mensagem = dados_calculo_viga.validar_dados() + if not validacao: + raise ValueError(mensagem) + + return dados_calculo_viga + + def _atualizar_dados_interface( + self, resultados_viga: dict, tipo_armacao_viga: str + ) -> None: + """Atualiza a interface com os resultados do cálculo do dimensionamento da viga.""" + + dados_viga = self._coletar_dados_interface(tipo_armacao_viga) + + self.ledit_viga_vsd.setText( + str(round(resultados_viga["vk_viga"] * 1.4, ndigits=4)) + ) + self.ledit_viga_vrd2.setText(str(round(resultados_viga["vrd2"], ndigits=4))) + self.ledit_viga_vc.setText(str(round(resultados_viga["vc_0"], ndigits=4))) + self.ledit_viga_vsw.setText(str(round(resultados_viga["vsw"], ndigits=4))) + self.ledit_viga_as_s.setText( + str(round(resultados_viga["as_transversal"], ndigits=4)) + ) + self.ledit_viga_as_min_s.setText( + str(round(resultados_viga["as_min_transversal"], ndigits=4)) + ) + + if tipo_armacao_viga == "Simples": + + self.ledit_viga_armacao_simples_md.setText( + str(round(dados_viga.mk * 1.4, ndigits=4)) + ) + self.ledit_viga_armacao_simples_kmd.setText( + str(round(resultados_viga["kmd_viga"], 4)) + ) + self.ledit_viga_armacao_simples_kx.setText( + str(round(resultados_viga["kx_viga"], 4)) + ) + self.ledit_viga_armacao_simples_kz.setText( + str(round(resultados_viga["kz_viga"], 4)) + ) + + self.ledit_viga_armacao_simples_as.setText( + str(round(resultados_viga["as_viga"], ndigits=4)) + ) + self.ledit_viga_armacao_simples_area_sobre_apoio.setText( + str(round(resultados_viga["as_sobre_apoio_viga"], ndigits=4)) + ) + self.ledit_viga_armacao_simples_as_pele.setText( + str(round(resultados_viga["as_pele"], ndigits=4)) + ) + self.ledit_viga_armacao_simples_as_max.setText( + str(round(resultados_viga["as_max_viga"], ndigits=4)) + ) + self.ledit_viga_armacao_simples_as_min.setText( + str(round(resultados_viga["as_min_viga"], ndigits=4)) + ) + + self.ledit_viga_armacao_simples_dominio_ruptura.setText( + resultados_viga["dominio_viga"] + ) + + self.ledit_viga_armacao_simples_d_linha.setText( + str(round(resultados_viga["d_linha"], ndigits=2)) + ) + + if (resultados_viga["dominio_viga"] == "Domínio 4a") or ( + resultados_viga["dominio_viga"] == "Domínio 4b" + ): + QMessageBox.about( + self, + "Atenção", + "Domínio de Cálculo 4: recomenda-se utilizar, em seção retangular, armadura dupla ou seção tê para contenção dos esforços de compressão do concreto.", + ) + + if resultados_viga["as_viga"] > resultados_viga["as_max_viga"]: + QMessageBox.about( + self, + "Atenção", + "Área Total calculada superior a Área Máxima especificada para a seção da viga.", + ) + if resultados_viga["as_viga"] < resultados_viga["as_min_viga"]: + QMessageBox.about( + self, + "Atenção", + "Área Total calculada inferior a Área Mínima especificada para a seção da viga.", + ) + + else: + + self.ledit_viga_d_limite.setText( + str(round(resultados_viga["d_min_viga"], ndigits=5)) + ) + self.ledit_viga_x_limite.setText( + str(round(resultados_viga["x_lim_viga"], ndigits=5)) + ) + self.ledit_viga_momento_limite.setText( + str(round(resultados_viga["momento_lim_viga"], ndigits=5)) + ) + self.ledit_viga_momento_2.setText( + str(round(resultados_viga["momento_2_viga"], ndigits=5)) + ) + + self.ledit_viga_as_compressao.setText( + str(round(resultados_viga["as_compressao_viga"], ndigits=5)) + ) + self.ledit_viga_as_tracao.setText( + str(round(resultados_viga["as_tracao_viga"], ndigits=5)) + ) + self.ledit_viga_area_sobre_apoio.setText( + str(round(resultados_viga["as_sobre_apoio_viga"], ndigits=5)) + ) + self.ledit_viga_as_pele.setText( + str(round(resultados_viga["as_pele"], ndigits=5)) + ) + self.ledit_viga_as_total.setText( + str(round(resultados_viga["as_total_viga"], ndigits=2)) + ) + self.ledit_viga_as_max.setText( + str(round(resultados_viga["as_max_viga"], ndigits=2)) + ) + self.ledit_viga_as_min.setText( + str(round(resultados_viga["as_min_viga"], ndigits=2)) + ) + + self.ledit_viga_armacao_dupla_d_linha.setText( + str(round(resultados_viga["d_linha"], ndigits=2)) + ) + + if resultados_viga["as_total_viga"] > resultados_viga["as_max_viga"]: + QMessageBox.about( + self, + "Atenção", + "Área Total calculada superior a Área Máxima especificada para a seção da viga.", + ) + if resultados_viga["as_total_viga"] < resultados_viga["as_min_viga"]: + QMessageBox.about( + self, + "Atenção", + "Área Total calculada inferior a Área Mínima especificada para a seção da viga.", + ) + + +tabela_bitolas_ferro = [ + [6.3, 31.17], + [8, 50.26], + [10, 78.53], + [12.5, 122.71], + [16, 201.06], + [20, 314.15], + [25, 490.87], + [32, 804.24], + [40, 1256.63], +] + + +class Detalhar_viga(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.load_ui() + self.load_signals() + + def load_ui(self): + self.ui = loadUi("detalhamento_vigas_alt.ui", self) + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Vigas - Detalhamento") + self.setFixedSize(845, 600) + + def load_signals(self): + print("inicializado") + self.pushButton.clicked.connect(self.calcular_area) + # self.pushButton.clicked.connect(self.calcular_estribos) + self.pushButton_2.clicked.connect(self.limpar_detalhamento) + self.pushButton_3.clicked.connect(self.recuperarValores) + + # pg.plot(x=[0,1,2,3,4], y=[0,1,2,3,4]**2 ) + header = self.tableWidget.horizontalHeader() + # FIXME Verificar a propriedade atualizada caso necessário + # header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) + # header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(4, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(5, QtWidgets.QHeaderView.Stretch) + + self.widget.setTitle("nº barras/Bitola") + self.widget.showGrid(x=True, y=True, alpha=1) + + # if '0' not in info_viga: + # self.recuperarValores() + + def calcular_estribos(self): + vsw = self.lineEdit_14.text() + fyk_estribo = self.comboBox_2.currentText() + tramos = self.lineEdit_15.text() + + if vsw != "0" and tramos != "0": + vsw = float(self.lineEdit_14.text()) + bitola_estribo = float(self.comboBox.currentText()) + fyk_estribo = float(self.comboBox_2.currentText()) + tramos = float(self.lineEdit_15.text()) + d = float(self.lineEdit_13.text()) + + espass_horizontal = info_viga_cortante[1] + + area_bitola = 3.14 * ((bitola_estribo / 1000) ** 2) / 4 + + print(vsw) + print(bitola_estribo) + print(tramos) + print(fyk_estribo) + print(area_bitola) + + s_estribo = ( + (tramos * area_bitola * 0.9 * (d / 100) * (fyk_estribo * 100000 / 1.15)) + / vsw + * 1000 + ) / 100 + s_estribo = round(s_estribo, ndigits=3) + + if s_estribo < espass_horizontal: + self.lineEdit.setText(str(espass_horizontal)) + else: + self.lineEdit.setText(str(s_estribo)) + + else: + QMessageBox.about( + self, + "Falta de Dados", + "Por favor insira dados consistentes para o cálculo dos Estribos!", + ) + + def recuperarValores(self): + area_aco = info_viga[0] + base = info_viga[1] + altura = info_viga[2] + d = info_viga[3] + d_agreg = info_viga[4] + + vsw = info_viga_cortante[0] + + self.lineEdit_11.setText(area_aco) + self.lineEdit_10.setText(base) + self.lineEdit_9.setText(altura) + self.lineEdit_12.setText(d_agreg) + self.lineEdit_13.setText(d) + self.lineEdit_14.setText(vsw) + + def calcular_area(self): + area_aco = self.lineEdit_11.text() + base = self.lineEdit_10.text() + altura = self.lineEdit_9.text() + d_agreg = self.lineEdit_12.text() + d = self.lineEdit_13.text() + + if ( + area_aco != "0" + and base != "0" + and altura != "0" + and d_agreg != "0" + and d != "0" + ): + + self.widget.clear() + area_aco = float(self.lineEdit_11.text()) + base = float(self.lineEdit_10.text()) + altura = float(self.lineEdit_9.text()) + cobrimento = float(self.comboBox_3.currentText()) + bitola_estribo = float(self.comboBox.currentText()) + x = [] + y = [] + z = [] + cont = 0 + for i in tabela_bitolas_ferro: + n_barras = float(area_aco / i[1]) + print("bitola: ", i[0], " - nº barras: ", n_barras) + + self.tableWidget.setItem( + cont, 2, QTableWidgetItem(str(round(n_barras, ndigits=2))) + ) + self.tableWidget.setItem( + cont, 3, QTableWidgetItem(str(round(n_barras + 0.5) + 1)) + ) + + x.append(i[0]) + y.append(round(n_barras + 0.5) + 1) + + bitola = x[cont] + n_barras = round(n_barras + 0.5) + 1 + + espass_horizontal = ( + round( + base + - 2 * (cobrimento + bitola_estribo / 10) + - n_barras * (bitola / 10), + ndigits=2, + ) + ) / (n_barras - 1) + + z.append(round(espass_horizontal, ndigits=2)) + self.tableWidget.setItem( + cont, 4, QTableWidgetItem(str(espass_horizontal)) + ) + + print("base:", base) + print("cobrimento:", cobrimento) + print("bitola_estribo:", bitola_estribo) + print("n_barras:", n_barras) + + cont += 1 + + # print(x) + # print(y) + # print(z) + + self.widget.plot(x=x, y=y, pen=(3)) + + self.calcular_espacamentos() + self.calcular_estribos() + + else: + QMessageBox.about( + self, "Falta de Dados", "Por favor insira dados consistentes!" + ) + + def calcular_espacamentos(self): + bitola = float(self.comboBox_4.currentText()) + d_agreg = float(self.lineEdit_12.text()) + + s_horizontal = max(2, (bitola / 10), 1.2 * d_agreg) + s_vertical = max(2, (bitola / 10), 0.5 * d_agreg) + + # ------------------------------- saida de dados ---------------------------------- + self.lineEdit_7.setText(str(s_horizontal)) + self.lineEdit_8.setText(str(s_vertical)) + + def limpar_detalhamento(self): + self.widget.clear() + self.lineEdit_11.setText(str("0")) + self.lineEdit_9.setText(str("0")) + self.lineEdit_10.setText(str("0")) + self.lineEdit_7.setText(str("0")) + self.lineEdit_8.setText(str("0")) + + +class Tabela_Bitolas(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.ui = loadUi("bitolas_ferros.ui", self) + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + header = self.tableWidget.horizontalHeader() + # FIXME Verificar a propriedade atualizada caso necessário + # header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) + + self.setWindowTitle("Navier - Tabela de Bitolas") + self.setFixedSize(456, 372) + + +global pilares_info +pilares_info = [0, 0, 0, 0] + +global pilares_info_aco +pilares_info_aco = [0, 0, 0, 0, 0, 0, 0] + + +class Pilares(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.ui = loadUi("pilares_alt.ui", self) + self.load_signals() + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Pilares") + self.setFixedSize(997, 670) + + def load_signals(self): + print("pilares carregado") + self.cont_x = 0 + self.cont_y = 0 + + self.pushButton_6.clicked.connect(self.calcular_pilares) + self.pushButton_7.clicked.connect(self.limpar_pilares) + + self.pushButton.clicked.connect(self.gerar_envoltoria) + self.pushButton_3.clicked.connect(lambda: pilares_areas_aco.show()) + + def calcular_pilares(self): + x_pilar = self.lineEdit.text() + y_pilar = self.lineEdit_2.text() + altura_pilar = self.lineEdit_3.text() + altura_lance = self.lineEdit_4.text() + + nk_pilar = self.lineEdit_5.text() + momento_x_topo = self.lineEdit_6.text() + momento_x_base = self.lineEdit_7.text() + momento_y_topo = self.lineEdit_8.text() + momento_y_base = self.lineEdit_9.text() + + if ( + x_pilar != "0" + and y_pilar != "0" + and altura_pilar != "0" + and altura_lance != "0" + and nk_pilar != "0" + ): + fck_pilar = float(self.comboBox_3.currentText()) + fcd_pilar = fck_pilar / 1.4 + fyk_pilar = float(self.comboBox_4.currentText()) + fyd_pilar = fyk_pilar / 1.15 + cobrimento_pilar = float(self.comboBox_5.currentText()) + + x_pilar = float(self.lineEdit.text()) + y_pilar = float(self.lineEdit_2.text()) + altura_pilar = float(self.lineEdit_3.text()) + altura_lance = float(self.lineEdit_4.text()) + + nk_pilar = float(self.lineEdit_5.text()) + momento_x_topo = float(self.lineEdit_6.text()) + momento_x_base = float(self.lineEdit_7.text()) + momento_y_topo = float(self.lineEdit_8.text()) + momento_y_base = float(self.lineEdit_9.text()) + + area_secao_pilar = (x_pilar / 100) * (y_pilar / 100) + + # nd_pilar = (nk_pilar + ((x_pilar/100)*(y_pilar/100)*altura_pilar*25)) * 1.4 + nd_pilar = (nk_pilar) * 1.4 + md_x_topo = 1.4 * momento_x_topo + md_x_base = 1.4 * momento_x_base + md_y_topo = 1.4 * momento_y_topo + md_y_base = 1.4 * momento_y_base + + tipo_apoio_x = "AA" + + if ( + momento_x_topo == 0 + and momento_x_base == 0 + and momento_y_topo == 0 + and momento_y_base == 0 + ): + self.tipo_pilar = "intermediario" + elif momento_x_topo == 0 and momento_x_base == 0: + self.tipo_pilar = "extremidade-x" + elif momento_y_topo == 0 and momento_y_base == 0: + self.tipo_pilar = "extremidade-y" + else: + self.tipo_pilar = "canto" + + self.lineEdit_13.setText(str(round(md_x_topo, ndigits=5))) + self.lineEdit_14.setText(str(round(md_x_base, ndigits=5))) + self.lineEdit_22.setText(str(round(md_y_topo, ndigits=5))) + self.lineEdit_28.setText(str(round(md_y_base, ndigits=5))) + + # -Eixo-X---------------------------------------------------------------------- + b = y_pilar + h = x_pilar + + m_a = max(md_x_topo, md_x_base) + m_b = min(md_x_topo, md_x_base) + + if self.tipo_pilar == "intermediario" or self.tipo_pilar == "extremidade-x": + alfa_b_x = 1.0 + else: + alfa_b_x = 0.6 + 0.4 * (m_b / m_a) + + if alfa_b_x < 0.4: + alfa_b_x = 0.4 + + # excen_min_x = (1.5+0.03*h) + momento_min_x = (nd_pilar * (1.5 + 0.03 * h)) / 100 + excen_min_x = momento_min_x / nd_pilar + + if md_x_topo < momento_min_x: + md_x_topo = momento_min_x + print("momento topo - mínimo") + alfa_b_x = 1.0 + if md_x_base < momento_min_x: + md_x_base = momento_min_x + print("momento base - mínimo") + alfa_b_x = 1.0 + + compr_efetivo_x = (altura_pilar * 100) + h + if altura_lance * 100 < compr_efetivo_x: + compr_efetivo_x = altura_lance * 100 + + excen_x_acidental = compr_efetivo_x / 400 + v_0 = (nd_pilar * 1000) / (area_secao_pilar * fcd_pilar * 1000000) + + excentricidade_relativa = ( + max(md_x_topo, md_x_base, momento_min_x) / nd_pilar + ) / h + + lambda_pilar_x = 3.46 * (compr_efetivo_x / h) + lambda_pilar_x_limite = (25 + 12.5 * (excentricidade_relativa)) / alfa_b_x + if lambda_pilar_x_limite < 35: + lambda_pilar_x_limite = 35 + + excen_2_x = (compr_efetivo_x**2) / 10 * (0.005 / ((v_0 + 0.5) * h)) + + md2_x = nd_pilar * (excen_2_x / 100) + + if lambda_pilar_x > lambda_pilar_x_limite: + print("efeitos de 2 ordem considerados") + excen_2 = (compr_efetivo_x**2) / 10 * (0.005 / ((v_0 + 0.5) * h)) + md2_x_relativo = nd_pilar * (excen_2 / 100) + else: + md2_x_relativo = 0 + print("efeitos de 2 ordem desconsiderados") + + msd_x_intermediario = ( + alfa_b_x * max(abs(md_x_topo), abs(md_x_base), abs(momento_min_x)) + + md2_x_relativo + ) + # msd_x_intermediario = alfa_b_x * abs(momento_min_x) + md2_x_relativo + + mi_x = msd_x_intermediario / (h * area_secao_pilar * fcd_pilar) / 10 + delta_x = cobrimento_pilar / h + + # -Eixo-Y---------------------------------------------------------------------- + h = y_pilar + b = x_pilar + + m_a = max(md_y_topo, md_y_base) + m_b = min(md_y_topo, md_y_base) + + if self.tipo_pilar == "intermediario" or self.tipo_pilar == "extremidade-y": + alfa_b_y = 1.0 + else: + alfa_b_y = 0.6 + 0.4 * (m_b / m_a) + + if alfa_b_y < 0.4: + alfa_b_y = 0.4 + + momento_min_y = (nd_pilar * (1.5 + 0.03 * h)) / 100 + excen_min_y = momento_min_y / nd_pilar + + if md_y_topo < momento_min_y: + md_y_topo = momento_min_y + print("momento topo - mínimo") + alfa_b_y = 1.0 + if md_y_base < momento_min_y: + md_y_base = momento_min_y + print("momento base - mínimo") + alfa_b_y = 1.0 + + compr_efetivo_y = (altura_pilar * 100) + h + if altura_lance * 100 < compr_efetivo_y: + compr_efetivo_y = altura_lance * 100 + + excen_y_acidental = compr_efetivo_y / 400 + v_0 = (nd_pilar * 1000) / (area_secao_pilar * fcd_pilar * 1000000) + + excentricidade_relativa = ( + max(md_y_topo, md_y_base, momento_min_y) / nd_pilar + ) / h + + lambda_pilar_y = 3.46 * (compr_efetivo_y / h) + lambda_pilar_y_limite = (25 + 12.5 * (excentricidade_relativa)) / alfa_b_y + if lambda_pilar_y_limite < 35: + lambda_pilar_y_limite = 35 + + excen_2_y = (compr_efetivo_y**2) / 10 * (0.005 / ((v_0 + 0.5) * h)) + + md2_y = nd_pilar * (excen_2_y / 100) + + if lambda_pilar_y > lambda_pilar_y_limite: + print("efeitos de 2 ordem considerados") + excen_2 = (compr_efetivo_y**2) / 10 * (0.005 / ((v_0 + 0.5) * h)) + md2_y_relativo = nd_pilar * (excen_2 / 100) + else: + md2_y_relativo = 0 + print("efeitos de 2 ordem desconsiderados") + + msd_y_intermediario = ( + alfa_b_y * max(abs(md_y_topo), abs(md_y_base), abs(momento_min_y)) + + md2_y_relativo + ) + # msd_y_intermediario = alfa_b_y * abs(momento_min_y) + md2_y_relativo + + mi_y = msd_y_intermediario / (h * area_secao_pilar * fcd_pilar) / 10 + delta_y = cobrimento_pilar / h + + # --------------------------------------------- saida de dados --------------------------------------------- + self.lineEdit_10.setText(str(round(nd_pilar, ndigits=4))) + self.lineEdit_11.setText(str(round(area_secao_pilar, ndigits=4))) + self.lineEdit_12.setText(str(round(v_0, ndigits=4))) + + self.lineEdit_15.setText(str(round(momento_min_x, ndigits=5))) + self.lineEdit_16.setText(str(round(excen_min_x * 100, ndigits=5))) + self.lineEdit_17.setText(str(round(lambda_pilar_x, ndigits=5))) + self.lineEdit_18.setText(str(round(lambda_pilar_x_limite, ndigits=5))) + self.lineEdit_19.setText(str(round(excen_2_x, ndigits=5))) + self.lineEdit_20.setText(str(round(md2_x, ndigits=5))) + self.lineEdit_21.setText(str(round(msd_x_intermediario, ndigits=5))) + + self.lineEdit_24.setText(str(round(momento_min_y, ndigits=5))) + self.lineEdit_25.setText(str(round(excen_min_y * 100, ndigits=5))) + self.lineEdit_26.setText(str(round(lambda_pilar_y, ndigits=5))) + self.lineEdit_23.setText(str(round(lambda_pilar_y_limite, ndigits=5))) + self.lineEdit_30.setText(str(round(excen_2_y, ndigits=5))) + self.lineEdit_29.setText(str(round(md2_y, ndigits=5))) + self.lineEdit_27.setText(str(round(msd_y_intermediario, ndigits=5))) + + self.lineEdit_31.setText(str(round(mi_x, ndigits=2))) + self.lineEdit_32.setText(str(round(mi_y, ndigits=2))) + self.lineEdit_33.setText(str(round(delta_x, ndigits=2))) + self.lineEdit_34.setText(str(round(delta_y, ndigits=2))) + + global pilares_info + pilares_info = [ + msd_x_intermediario, + msd_y_intermediario, + momento_min_x, + momento_min_y, + ] + + if md2_x_relativo == 0: + self.label_39.setText("não considera 2º ordem") + else: + self.label_39.setText("considera 2º ordem") + + if md2_y_relativo == 0: + self.label_44.setText("não considera 2º ordem") + else: + self.label_44.setText("considera 2º ordem") + + if self.tipo_pilar == "intermediario": + self.label.setText("PILAR INTERMEDIÁRIO") + elif (self.tipo_pilar == "extremidade-x") or ( + self.tipo_pilar == "extremidade-y" + ): + self.label.setText("PILAR DE EXTREMIDADE") + else: + self.label.setText("PILAR DE CANTO") + + global pilares_info_aco + pilares_info_aco = [ + mi_x, + delta_x, + mi_y, + delta_y, + fck_pilar, + area_secao_pilar, + nk_pilar, + ] + + else: + QMessageBox.about( + self, "Falta de Dados", "Por favor insira dados consistentes!" + ) + + def gerar_envoltoria(self): + msd_x_intermediario = pilares_info[0] + msd_y_intermediario = pilares_info[1] + momento_min_x = pilares_info[2] + momento_min_y = pilares_info[3] + + x = [] + y = [] + for i in range(360): + theta = i + theta_conv = (theta * math.pi) / 180 + + seno = math.sin(theta_conv) + seno = momento_min_y * seno + + cosseno = math.cos(theta_conv) + cosseno = momento_min_x * cosseno + + x.append(seno) + y.append(cosseno) + + z = [] + w = [] + for j in range(360): + theta = j + theta_conv = (theta * math.pi) / 180 + + seno = math.sin(theta_conv) + seno = msd_y_intermediario * seno + + cosseno = math.cos(theta_conv) + cosseno = msd_x_intermediario * cosseno + + z.append(seno) + w.append(cosseno) + + # create plot + """plt = pg.plot(x, y, title='theTitle', pen='r') + plt.showGrid(x=True,y=True) + """ + # create plot + plt = pg.plot() + plt.clear() + plt.showGrid(x=True, y=True) + plt.addLegend() + plt.setTitle("Envoltória de Momentos") + + # set properties + plt.setLabel("left", "Momentos Y", units="KN.m") + plt.setLabel("bottom", "Momentos X", units="KN.m") + plt.setXRange(0, 10) + plt.setYRange(0, 20) + + plt.enableAutoRange() + plt.setWindowTitle("pyqtgraph plot") + # plot + c1 = plt.plot(x, y, pen="r", name="Envoltória Momentos min") + c2 = plt.plot(z, w, pen="b", name="Envoltória Momentos máx") + + def limpar_pilares(self): + print("limpar") + self.comboBox_3.setCurrentIndex(0) + self.comboBox_4.setCurrentIndex(0) + self.comboBox_5.setCurrentIndex(0) + + self.lineEdit.setText("0") + self.lineEdit_2.setText("0") + self.lineEdit_3.setText("0") + self.lineEdit_4.setText("0") + self.lineEdit_5.setText("0") + self.lineEdit_6.setText("0") + self.lineEdit_7.setText("0") + self.lineEdit_8.setText("0") + self.lineEdit_9.setText("0") + + self.lineEdit_10.setText("") + self.lineEdit_11.setText("") + self.lineEdit_12.setText("") + self.lineEdit_13.setText("") + self.lineEdit_14.setText("") + self.lineEdit_15.setText("") + self.lineEdit_16.setText("") + self.lineEdit_17.setText("") + self.lineEdit_18.setText("") + self.lineEdit_19.setText("") + self.lineEdit_20.setText("") + self.lineEdit_21.setText("") + self.lineEdit_22.setText("") + self.lineEdit_23.setText("") + self.lineEdit_24.setText("") + self.lineEdit_25.setText("") + self.lineEdit_26.setText("") + self.lineEdit_27.setText("") + self.lineEdit_28.setText("") + self.lineEdit_29.setText("") + self.lineEdit_30.setText("") + + self.lineEdit_31.setText("") + self.lineEdit_32.setText("") + self.lineEdit_33.setText("") + self.lineEdit_34.setText("") + + +class Pilar_area_aco(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.load_ui() + self.load_signals() + + def load_ui(self): + self.ui = loadUi("pilares_areas_aco.ui", self) + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Pilares - Áreas de Aço") + self.setFixedSize(484, 300) + + self.pushButton_4.setIcon(QtGui.QIcon("images/btn_flexaosimples.png")) + self.pushButton_4.setIconSize(QtCore.QSize(50, 60)) + self.pushButton_5.setIcon(QtGui.QIcon("images/btn_flexaocomposta.png")) + self.pushButton_5.setIconSize(QtCore.QSize(50, 60)) + + def load_signals(self): + print("inicializado") + self.pushButton_2.clicked.connect(self.calcular_area_aco) + self.pushButton.clicked.connect(self.recuperar_dados) + self.pushButton_3.clicked.connect(self.limpar) + self.pushButton_4.clicked.connect( + lambda: self.abrirTabelaAuxiliar(abaco_normal) + ) + self.pushButton_5.clicked.connect( + lambda: self.abrirTabelaAuxiliar(abaco_obliqua) + ) + + def recuperar_dados(self): + self.lineEdit_2.setText(str(round(pilares_info_aco[0], ndigits=2))) + self.lineEdit_3.setText(str(round(pilares_info_aco[1], ndigits=2))) + self.lineEdit_5.setText(str(round(pilares_info_aco[2], ndigits=2))) + self.lineEdit_6.setText(str(round(pilares_info_aco[3], ndigits=2))) + self.lineEdit_12.setText(str(round(pilares_info_aco[4], ndigits=2))) + self.lineEdit_13.setText(str(round(pilares_info_aco[5], ndigits=2))) + self.lineEdit_14.setText(str(round(pilares_info_aco[6], ndigits=2))) + + def calcular_area_aco(self): + fck = float(self.lineEdit_12.text()) + fcd = fck / 1.4 + fyd = 500 / 1.15 + area_concreto = float(self.lineEdit_13.text()) + nk = float(self.lineEdit_14.text()) + nd = 1.4 * nk + + mi_x = float(self.lineEdit_2.text()) + delta_x = float(self.lineEdit_3.text()) + + mi_y = float(self.lineEdit_5.text()) + delta_y = float(self.lineEdit_6.text()) + + omega_x = float(self.lineEdit_4.text()) + omega_y = float(self.lineEdit_7.text()) + + as_x = (omega_x * (area_concreto * 1000000) * fcd) / fyd + as_y = (omega_y * (area_concreto * 1000000) * fcd) / fyd + + as_x = round(as_x, ndigits=3) + as_y = round(as_y, ndigits=3) + + as_pilar_min = 0.15 * (nd / fyd) + if as_pilar_min < (0.004 * area_concreto * 100000): + as_pilar_min = round((0.004 * area_concreto * 100000), ndigits=3) + + as_pilar_max = round((0.08 * area_concreto * 1000000), ndigits=3) + + # -------------------------------------- saída de dados ---------------------------------------------------- + self.lineEdit_8.setText(str(as_x)) + self.lineEdit_9.setText(str(as_y)) + self.lineEdit_10.setText(str(as_pilar_max)) + self.lineEdit_11.setText(str(as_pilar_min)) + + def teste(self): + print("teste") + + def limpar(self): + self.lineEdit_2.setText("0") + self.lineEdit_3.setText("0") + self.lineEdit_4.setText("1") + self.lineEdit_5.setText("0") + self.lineEdit_6.setText("0") + self.lineEdit_7.setText("1") + self.lineEdit_8.setText("0") + self.lineEdit_9.setText("0") + self.lineEdit_10.setText("0") + self.lineEdit_11.setText("0") + self.lineEdit_12.setText("0") + self.lineEdit_13.setText("0") + self.lineEdit_14.setText("0") + + def abrirTabelaAuxiliar(self, file): + if sys.platform == "linux2": + subprocess.call(["xdg-open", file]) + else: + os.startfile(file) + + +class Lajes(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.ui = loadUi("lajes_alt.ui", self) + + self.lado1 = "livre" + self.lado2 = "livre" + self.lado3 = "livre" + self.lado4 = "livre" + self.label_37.hide() + self.label_38.hide() + self.label_40.hide() + self.label_41.hide() + global caso + caso = "1" + global lx_lage + lx_lage = "l_menor" + self.lineEdit.setReadOnly(True) + + self.load_signals() + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Lajes") + self.setFixedSize(1245, 587) + + def load_signals(self): + print("lajes iniciado") + self.pushButton.clicked.connect(self.estado_l1) + self.pushButton_2.clicked.connect(self.estado_l2) + self.pushButton_3.clicked.connect(self.estado_l3) + self.pushButton_4.clicked.connect(self.estado_l4) + self.pushButton.clicked.connect(self.situacao_laje) + self.pushButton_2.clicked.connect(self.situacao_laje) + self.pushButton_3.clicked.connect(self.situacao_laje) + self.pushButton_4.clicked.connect(self.situacao_laje) + + self.pushButton_5.clicked.connect( + lambda: self.abrirTabelaAuxiliar(tabela_marcus) + ) + self.pushButton_6.clicked.connect(self.calcular_laje) + self.pushButton_7.clicked.connect(self.limpar_lajes) + + self.toolButton.clicked.connect(self.revelar_carg_acidental) + + def abrirTabelaAuxiliar(self, file): + if sys.platform == "linux2": + subprocess.call(["xdg-open", file]) + else: + os.startfile(file) + + def teste(self): + lado1 = float(self.lineEdit_3.text()) + lado2 = float(self.lineEdit_4.text()) + espes = float(self.lineEdit_5.text()) + + pp = (espes * 25) / 100 + self.lineEdit.setText(str(pp)) + + def revelar_carg_acidental(self): + print("oi--") + carga_adicional.show() + + def estado_l1(self): + if self.lado1 == "livre": + self.lado1 = "engastado" + pixmap = QPixmap("images/engv.png") + self.pushButton.setIcon(QIcon(pixmap)) + else: + self.lado1 = "livre" + pixmap = QPixmap("images/livv.png") + self.pushButton.setIcon(QIcon(pixmap)) + + def estado_l2(self): + if self.lado2 == "livre": + self.lado2 = "engastado" + pixmap = QPixmap("images/engh.png") + self.pushButton_2.setIcon(QIcon(pixmap)) + else: + self.lado2 = "livre" + pixmap = QPixmap("images/livh.png") + self.pushButton_2.setIcon(QIcon(pixmap)) + + def estado_l3(self): + if self.lado3 == "livre": + self.lado3 = "engastado" + pixmap = QPixmap("images/engh.png") + self.pushButton_3.setIcon(QIcon(pixmap)) + else: + self.lado3 = "livre" + pixmap = QPixmap("images/livh.png") + self.pushButton_3.setIcon(QIcon(pixmap)) + + def estado_l4(self): + if self.lado4 == "livre": + self.lado4 = "engastado" + pixmap = QPixmap("images/engv.png") + self.pushButton_4.setIcon(QIcon(pixmap)) + else: + self.lado4 = "livre" + pixmap = QPixmap("images/livv.png") + self.pushButton_4.setIcon(QIcon(pixmap)) + + def situacao_laje(self): + l1 = self.lado1 + l2 = self.lado2 + l3 = self.lado3 + l4 = self.lado4 + + cota_v1 = self.label_37 + cota_v2 = self.label_40 + cota_h1 = self.label_38 + cota_h2 = self.label_41 + + if l1 == "livre" and l2 == "livre" and l3 == "livre" and l4 == "livre": + global caso + caso = "1" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + global lx_lage + lx_lage = "l_menor" + elif ( + l1 == "engastado" and l2 == "livre" and l3 == "livre" and l4 == "livre" + ) or (l1 == "livre" and l2 == "livre" and l3 == "livre" and l4 == "engastado"): + caso = "2" + + cota_v1.hide() + cota_v2.hide() + cota_h1.show() + cota_h2.show() + + lx_lage = "l_maior" + elif ( + l1 == "livre" and l2 == "engastado" and l3 == "livre" and l4 == "livre" + ) or (l1 == "livre" and l2 == "livre" and l3 == "engastado" and l4 == "livre"): + caso = "2" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + lx_lage = "l_menor" + elif ( + ( + l1 == "engastado" + and l2 == "engastado" + and l3 == "livre" + and l4 == "livre" + ) + or ( + l1 == "engastado" + and l2 == "livre" + and l3 == "engastado" + and l4 == "livre" + ) + or ( + l1 == "livre" + and l2 == "engastado" + and l3 == "livre" + and l4 == "engastado" + ) + or ( + l1 == "livre" + and l2 == "livre" + and l3 == "engastado" + and l4 == "engastado" + ) + ): + caso = "3" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + lx_lage = "l_menor" + elif ( + l1 == "engastado" and l2 == "livre" and l3 == "livre" and l4 == "engastado" + ): + caso = "4" + + cota_v1.hide() + cota_v2.hide() + cota_h1.show() + cota_h2.show() + + lx_lage = "l_maior" + elif ( + l1 == "livre" and l2 == "engastado" and l3 == "engastado" and l4 == "livre" + ): + caso = "4" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + lx_lage = "l_menor" + elif ( + l1 == "engastado" + and l2 == "livre" + and l3 == "engastado" + and l4 == "engastado" + ) or ( + l1 == "engastado" + and l2 == "engastado" + and l3 == "livre" + and l4 == "engastado" + ): + caso = "5" + + cota_v1.hide() + cota_v2.hide() + cota_h1.show() + cota_h2.show() + + lx_lage = "l_maior" + elif ( + l1 == "livre" + and l2 == "engastado" + and l3 == "engastado" + and l4 == "engastado" + ) or ( + l1 == "engastado" + and l2 == "engastado" + and l3 == "engastado" + and l4 == "livre" + ): + caso = "5" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + lx_lage = "l_menor" + elif ( + l1 == "engastado" + and l2 == "engastado" + and l3 == "engastado" + and l4 == "engastado" + ): + caso = "6" + + cota_v1.show() + cota_v2.show() + cota_h1.hide() + cota_h2.hide() + + lx_lage = "l_menor" + else: + caso = "ainda não existe, não sei como você chegou até aqui srsrrsrsrsrsrs" + + print(caso) + self.lineEdit_6.setText(str(caso)) + + def calcular_laje(self): + lado_maior = float(self.lineEdit_3.text()) + lado_menor = float(self.lineEdit_4.text()) + espes = float(self.lineEdit_5.text()) + d = float(self.lineEdit_27.text()) + + self.lineEdit_7.setText("") + self.lineEdit_9.setText("") + self.lineEdit_8.setText("") + self.lineEdit_10.setText("") + self.lineEdit_16.setText("") + self.lineEdit_14.setText("") + self.lineEdit_15.setText("") + self.lineEdit_16.setText("") + + if lado_maior != 0 and lado_menor != 0 and espes != 0 and d != 0: + lado1 = float(self.lineEdit_3.text()) + lado2 = float(self.lineEdit_4.text()) + espes = float(self.lineEdit_5.text()) + d = float(self.lineEdit_27.text()) + carreg_adicional = float(self.lineEdit_2.text()) + # fck_laje = float(self.comboBox.currentText()) + # fcd_laje = fck_laje/1.4 + # fyk_laje = float(self.comboBox_2.currentText()) + # fyd_laje = fyk_laje/1.15 + + pp = (espes * 25) / 100 + self.lineEdit.setText(str(pp)) + + carreg_total = pp + carreg_adicional + # print(caso) + # print(lx_lage) + # ---------------------------------- cálculo do Lx baseado no caso do tipo de situação da laje ----------------- + global lx + global lambda_laje + if lx_lage == "l_menor": + lx = lado2 + lambda_laje = round((lado1 / lado2), ndigits=2) + elif lx_lage == "l_maior": + lx = lado1 + lambda_laje = round((lado2 / lado1), ndigits=2) + print(lx_lage) + + # ---------------------------------- definição se a laje é unidirecional ou bidirecional baseado no lambda ----------------- + global tipo_laje + if float(lambda_laje) > 2.001: + tipo_laje = "UNIDIRECIONAL" + self.laje_unidirecional(carreg_total) + else: + tipo_laje = "BIDIRECIONAL" + # self.label_43.setStyleSheet("Background: url('laje_unidirecional_modelo.png') no-repeat") + + mx = my = nx = ny = "" + + if caso == "1": + caso1 = marcus.caso1 + linhas = len(caso1) + colunas = len(caso1[0]) + + for i in range(linhas): + aux = caso1[i][0] + if lambda_laje == aux: + print(caso1[i]) + mx = caso1[i][2] + my = caso1[i][3] + + print("mx: ", mx) + print("my: ", my) + + if caso == "2": + caso2 = marcus.caso2 + linhas = len(caso2) + colunas = len(caso2[0]) + + for i in range(linhas): + aux = caso2[i][0] + if lambda_laje == aux: + print(caso2[i]) + mx = caso2[i][2] + nx = caso2[i][3] + my = caso2[i][4] + + print("mx: ", mx) + print("nx: ", nx) + print("my: ", my) + + if caso == "3": + caso3 = marcus.caso3 + linhas = len(caso3) + colunas = len(caso3[0]) + + for i in range(linhas): + aux = caso3[i][0] + if lambda_laje == aux: + print(caso3[i]) + mx = caso3[i][2] + nx = caso3[i][3] + my = caso3[i][4] + ny = caso3[i][5] + + print("mx: ", mx) + print("nx: ", nx) + print("my: ", my) + print("ny: ", ny) + + if caso == "4": + caso4 = marcus.caso4 + linhas = len(caso4) + colunas = len(caso4[0]) + + for i in range(linhas): + aux = caso4[i][0] + if lambda_laje == aux: + print(caso4[i]) + mx = caso4[i][2] + nx = caso4[i][3] + my = caso4[i][4] + + print("mx: ", mx) + print("nx: ", nx) + print("my: ", my) + + if caso == "5": + caso5 = marcus.caso5 + linhas = len(caso5) + colunas = len(caso5[0]) + + for i in range(linhas): + aux = caso5[i][0] + if lambda_laje == aux: + print(caso5[i]) + mx = caso5[i][2] + nx = caso5[i][3] + my = caso5[i][4] + ny = caso5[i][5] + + print("mx: ", mx) + print("nx: ", nx) + print("my: ", my) + print("ny: ", ny) + + if caso == "6": + caso6 = marcus.caso6 + linhas = len(caso6) + colunas = len(caso6[0]) + + for i in range(linhas): + aux = caso6[i][0] + if lambda_laje == aux: + print(caso6[i]) + mx = caso6[i][2] + nx = caso6[i][3] + my = caso6[i][4] + ny = caso6[i][5] + + print("mx: ", mx) + print("nx: ", nx) + print("my: ", my) + print("ny: ", ny) + + print(lx) + if mx != "": + self.lineEdit_7.setText(str(mx)) + momento_pos_x = (carreg_total * (lx**2)) / mx + momento_pos_x = round(momento_pos_x, ndigits=4) + + self.lineEdit_13.setText(str(momento_pos_x)) + # else: + # self.lineEdit_13.setText('0') + if nx != "": + self.lineEdit_9.setText(str(nx)) + momento_neg_x = round(((carreg_total * (lx**2)) / nx), ndigits=4) + self.lineEdit_14.setText(str(momento_neg_x)) + # momento_neg_x = round(momento_neg_x,ndigits=2) + # else: + # self.lineEdit_14.setText('0') + if my != "": + self.lineEdit_8.setText(str(my)) + momento_pos_y = (carreg_total * (lx**2)) / my + momento_pos_y = round(momento_pos_y, ndigits=4) + self.lineEdit_15.setText(str(momento_pos_y)) + # else: + # self.lineEdit_15.setText('0') + if ny != "": + self.lineEdit_10.setText(str(ny)) + momento_neg_y = round(((carreg_total * (lx**2)) / ny), ndigits=4) + self.lineEdit_16.setText(str(momento_neg_y)) + # momento_neg_y = round(momento_neg_y,ndigits=2) + + # ----------------------------------- enviar resultados de saida ao programa --------------------------------------- + self.lineEdit_11.setText(str(lambda_laje)) + self.label_16.setText(str(tipo_laje)) + self.lineEdit_12.setText(str(carreg_total)) + + self.resultados_laje() + else: + QMessageBox.about( + self, "Falta de Dados", "Por favor insira dados consistentes" + ) + + def laje_unidirecional(self, carreg_total): + + self.lado1 = "livre" + pixmap = QPixmap("images/livv.png") + self.pushButton.setIcon(QIcon(pixmap)) + + self.lado4 = "livre" + pixmap = QPixmap("images/livv.png") + self.pushButton_4.setIcon(QIcon(pixmap)) + + print("unidirecional") + # l1 = self.lado1 + l2 = self.lado2 + l3 = self.lado3 + # l4 = self.lado4 + l1 = l4 = "livre" + print(carreg_total) + if l2 == "livre" and l3 == "livre": + self.label_43.setStyleSheet( + "Background: url('images/laje_unidirecional_ll2.png') no-repeat" + ) + momento_pos_y = (carreg_total * (lx**2)) / 8 + momento_neg_y = 0 + elif l2 == "engastado" and l3 == "engastado": + self.label_43.setStyleSheet( + "Background: url('images/laje_unidirecional_ee2.png') no-repeat" + ) + momento_pos_y = (carreg_total * (lx**2)) / 24 + momento_neg_y = (carreg_total * (lx**2)) / 12 + elif (l2 == "engastado" and l3 == "livre") or ( + l2 == "livre" and l3 == "engastado" + ): + self.label_43.setStyleSheet( + "Background: url('images/laje_unidirecional_le2.png') no-repeat" + ) + momento_pos_y = (carreg_total * (lx**2)) / 14.2 + momento_neg_y = (carreg_total * (lx**2)) / 8 + + print("momento_pos_y: ", momento_pos_y) + print("momento_neg_y: ", momento_neg_y) + + # ----------------------------------- enviar resultados de saida ao programa --------------------------------------- + momento_pos_y = round(momento_pos_y, ndigits=4) + self.lineEdit_15.setText(str(momento_pos_y)) + momento_neg_y = round(momento_neg_y, ndigits=4) + self.lineEdit_16.setText(str(momento_neg_y)) + + self.lineEdit_13.setText("0") + self.lineEdit_14.setText("0") + + self.lineEdit_11.setText(str(lambda_laje)) + self.label_16.setText(str(tipo_laje)) + self.lineEdit_12.setText(str(carreg_total)) + + self.resultados_laje() + + def truncar(self, x): + aux = "{:.9f}".format(x) + return aux + + def resultados_laje(self): + fck_laje = float(self.comboBox.currentText()) + fcd_laje = fck_laje / 1.4 + fyk_laje = float(self.comboBox_2.currentText()) + fyd_laje = fyk_laje / 1.15 + espes = float(self.lineEdit_5.text()) + + area_concreto_laje = round(((espes / 100) * 1000000), ndigits=4) + + ro_armad_minima = 0 + if fck_laje == 20: + ro_armad_minima = 0.15 / 100 + elif fck_laje == 25: + ro_armad_minima = 0.15 / 100 + elif fck_laje == 30: + ro_armad_minima = 0.15 / 100 + elif fck_laje == 35: + ro_armad_minima = 0.164 / 100 + elif fck_laje == 40: + ro_armad_minima = 0.179 / 100 + + armad_max_laje = (0.4 / 100) * area_concreto_laje + armad_neg_min = ro_armad_minima * area_concreto_laje + armad_pos_cruz = round(0.67 * (ro_armad_minima * area_concreto_laje), ndigits=2) + armad_princ_unid = ro_armad_minima * area_concreto_laje + armad_secnd_unid = max( + (0.2 * armad_princ_unid), + (90), + (0.5 * (ro_armad_minima * area_concreto_laje)), + ) + + mx = self.lineEdit_13.text() + if mx == "": + self.lineEdit_13.setText("0") + + my = self.lineEdit_15.text() + if my == "": + self.lineEdit_15.setText("0") + + nx = self.lineEdit_14.text() + if nx == "": + self.lineEdit_14.setText("0") + + ny = self.lineEdit_16.text() + if ny == "": + self.lineEdit_16.setText("0") + + fck_laje = float(self.comboBox.currentText()) + fyk_laje = float(self.comboBox_2.currentText()) + fcd_laje = fck_laje * 1000000 / 1.4 + fyd_laje = fyk_laje * 1000000 / 1.15 + d_laje = float(self.lineEdit_27.text()) + espes = float(self.lineEdit_5.text()) + + # ------------------------------------------enxerto----------------------- + + mx = float(self.lineEdit_13.text()) + my = float(self.lineEdit_15.text()) + nx = float(self.lineEdit_14.text()) + ny = float(self.lineEdit_16.text()) + # print('mx: ',mx) + # print('nx: ',nx) + # print('my: ',my) + # print('ny: ',ny) + mk_x = mx + mk_y = my + + nk_x = nx + nk_y = ny + + md_x = round(1.4 * mk_x, ndigits=4) + kmd_x_laje = (md_x * 1000) / (1 * ((d_laje / 100) ** 2) * 0.85 * (fcd_laje)) + kx_x_laje = (1 - math.sqrt(1 - 2 * kmd_x_laje)) / 0.8 + kz_x_laje = 1 - 0.4 * kx_x_laje + + as_x_laje = (md_x * 1000 / (kz_x_laje * (d_laje / 100) * fyd_laje)) * 1000000 + + print("md_x: ", md_x) + print("kmd_x_laje: ", kmd_x_laje) + print("kx_x_laje: ", kx_x_laje) + print("kz_x_laje: ", kz_x_laje) + print("as_x_laje: ", as_x_laje) + + md_y = round(1.4 * mk_y, ndigits=4) + kmd_y_laje = (md_y * 1000) / (1 * ((d_laje / 100) ** 2) * 0.85 * (fcd_laje)) + kx_y_laje = (1 - math.sqrt(1 - 2 * kmd_y_laje)) / 0.8 + kz_y_laje = 1 - 0.4 * kx_y_laje + + as_y_laje = (md_y * 1000 / (kz_y_laje * (d_laje / 100) * fyd_laje)) * 1000000 + + print("md_y: ", md_y) + print("kmd_y_laje: ", kmd_y_laje) + print("kx_y_laje: ", kx_y_laje) + print("kz_y_laje: ", kz_y_laje) + print("as_y_laje: ", as_y_laje) + + nd_x = round(1.4 * nk_x, ndigits=4) + kmd_x_laje_n = (nd_x * 1000) / (1 * ((d_laje / 100) ** 2) * 0.85 * (fcd_laje)) + kx_x_laje_n = (1 - math.sqrt(1 - 2 * kmd_x_laje_n)) / 0.8 + kz_x_laje_n = 1 - 0.4 * kx_x_laje_n + + as_x_laje_n = ( + nd_x * 1000 / (kz_x_laje_n * (d_laje / 100) * fyd_laje) + ) * 1000000 + + nd_y = round(1.4 * nk_y, ndigits=4) + kmd_y_laje_n = (nd_y * 1000) / (1 * ((d_laje / 100) ** 2) * 0.85 * (fcd_laje)) + kx_y_laje_n = (1 - math.sqrt(1 - 2 * kmd_y_laje_n)) / 0.8 + kz_y_laje_n = 1 - 0.4 * kx_y_laje_n + + as_y_laje_n = ( + nd_x * 1000 / (kz_y_laje_n * (d_laje / 100) * fyd_laje) + ) * 1000000 + + # ------------------------------------------ saida de dados ------------------------------------ + kmd_x_laje = self.truncar(kmd_x_laje) + kx_x_laje = self.truncar(kx_x_laje) + kz_x_laje = self.truncar(kz_x_laje) + as_x_laje = self.truncar(as_x_laje) + + kmd_y_laje = self.truncar(kmd_y_laje) + kx_y_laje = self.truncar(kx_y_laje) + kz_y_laje = self.truncar(kz_y_laje) + as_y_laje = self.truncar(as_y_laje) + + self.lineEdit_17.setText(str(md_x)) + self.lineEdit_18.setText(str(kmd_x_laje)) + self.lineEdit_19.setText(str(kx_x_laje)) + self.lineEdit_20.setText(str(kz_x_laje)) + self.lineEdit_21.setText(str(as_x_laje)) + + self.lineEdit_22.setText(str(md_y)) + self.lineEdit_24.setText(str(kmd_y_laje)) + self.lineEdit_25.setText(str(kx_y_laje)) + self.lineEdit_26.setText(str(kz_y_laje)) + self.lineEdit_23.setText(str(as_y_laje)) + + self.lineEdit_38.setText(str(area_concreto_laje)) + self.lineEdit_39.setText(str(ro_armad_minima * 100)) + self.lineEdit_42.setText(str(armad_max_laje)) + self.lineEdit_40.setText(str(armad_neg_min)) + self.lineEdit_41.setText(str(armad_pos_cruz)) + self.lineEdit_43.setText(str(armad_princ_unid)) + self.lineEdit_44.setText(str(armad_secnd_unid)) + + if tipo_laje == "UNIDIRECIONAL": + self.label_44.setText("Distribuição") + if float(as_y_laje) < armad_princ_unid: + self.label_45.setText("Mínima") + else: + self.label_45.setText("") + + if tipo_laje == "BIDIRECIONAL": + if float(as_x_laje) < armad_pos_cruz: + self.label_44.setText("Mínima") + else: + self.label_44.setText("") + + if float(as_y_laje) < armad_pos_cruz: + self.label_45.setText("Mínima") + else: + self.label_45.setText("") + + def limpar_lajes(self): + self.comboBox.setCurrentIndex(0) + self.comboBox_2.setCurrentIndex(0) + + self.lineEdit.setText("0") + self.lineEdit_2.setText("0") + self.lineEdit_3.setText("0") + self.lineEdit_4.setText("0") + self.lineEdit_5.setText("0") + self.lineEdit_27.setText("0") + + self.lineEdit_7.setText("") + self.lineEdit_8.setText("") + self.lineEdit_9.setText("") + self.lineEdit_10.setText("") + + self.lineEdit_11.setText("") + self.lineEdit_12.setText("") + self.lineEdit_38.setText("") + self.lineEdit_39.setText("") + self.lineEdit_42.setText("") + self.lineEdit_40.setText("") + self.lineEdit_41.setText("") + self.lineEdit_43.setText("") + self.lineEdit_44.setText("") + + self.lineEdit_13.setText("") + self.lineEdit_14.setText("") + self.lineEdit_15.setText("") + self.lineEdit_16.setText("") + + self.lineEdit_16.setText("") + self.lineEdit_17.setText("") + self.lineEdit_18.setText("") + self.lineEdit_19.setText("") + self.lineEdit_20.setText("") + self.lineEdit_21.setText("") + self.lineEdit_22.setText("") + self.lineEdit_23.setText("") + self.lineEdit_24.setText("") + self.lineEdit_25.setText("") + self.lineEdit_26.setText("") + + +class Carga_Adicional(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + + self.ui = loadUi("lajes_carg_adicional_atualizada.ui", self) + + header = self.tableWidget.horizontalHeader() + # FIXME Verificar a propriedade atualizada caso necessário + # header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(1, QtWidgets.QHeaderView.ResizeToContents) + # header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) + self.tableWidget.resizeRowsToContents() + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Cargas Adicionais") + self.setFixedSize(649, 504) + + +class Sapatas(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.ui = loadUi("sapatas_alt.ui", self) + self.load_signals() + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Sapatas") + self.setFixedSize(946, 574) + + def load_signals(self): + print("sapatas carregado") + self.pushButton_6.clicked.connect(self.calcular_sapata) + self.pushButton_7.clicked.connect(self.limpar_sapatas) + self.pushButton.clicked.connect(self.gerar_dim_sapata) + + def arredondar_cinco(self, numero): + numero = round(numero, ndigits=2) + numero = 100 * numero + resto = numero % 5 + while resto != 0: + numero += 1 + resto = numero % 5 + print("numero:", numero, " - resto: ", resto) + + numero = numero / 100 + return numero + + def calcular_sapata(self): + + nk = float(self.lineEdit_3.text()) + momento_x_sapata = float(self.lineEdit_4.text()) + momento_y_sapata = float(self.lineEdit_5.text()) + x_pilar = float(self.lineEdit.text()) + y_pilar = float(self.lineEdit_2.text()) + tensao_adm_solo = float(self.lineEdit_35.text()) + fator_solo = float(self.lineEdit_13.text()) + + base_y_sapata = float(self.lineEdit_10.text()) + base_x_sapata = float(self.lineEdit_9.text()) + h_total = float(self.lineEdit_11.text()) + h_0 = float(self.lineEdit_12.text()) + + y_sapata = float(self.lineEdit_9.text()) + x_sapata = float(self.lineEdit_10.text()) + h_total = float(self.lineEdit_11.text()) + h_0 = float(self.lineEdit_12.text()) + + if ( + nk != 0 + and x_pilar != 0 + and y_pilar != 0 + and tensao_adm_solo != 0 + and fator_solo != 0 + and base_y_sapata != 0 + and base_x_sapata != 0 + and h_total != 0 + and h_0 != 0 + ): + if x_sapata < 0.6 or y_sapata < 0.6: + QMessageBox.about( + self, + "Erro de Entrada", + "As sapatas não podem apresentar lados menores de 60 cm, conforme a NBR 6122", + ) + else: + fck_sapata = float(self.comboBox.currentText()) + fcd_sapata = fck_sapata / 1.4 + fyk_sapata = float(self.comboBox_2.currentText()) + fyd_sapata = fyk_sapata / 1.15 + nk = float(self.lineEdit_3.text()) + momento_x_sapata = float(self.lineEdit_4.text()) + momento_y_sapata = float(self.lineEdit_5.text()) + tensao_adm_solo = float(self.lineEdit_35.text()) + fator_solo = float(self.lineEdit_13.text()) + angulo_dissp_sapata = float(self.spinBox.value()) + + angulo_dissp_sapata = (angulo_dissp_sapata / 180) * 3.14 + + x_pilar = float(self.lineEdit.text()) / 100 + y_pilar = float(self.lineEdit_2.text()) / 100 + + y_sapata = float(self.lineEdit_9.text()) + x_sapata = float(self.lineEdit_10.text()) + h_total = float(self.lineEdit_11.text()) + h_0 = float(self.lineEdit_12.text()) + + if (momento_x_sapata != 0 and momento_y_sapata == 0) or ( + momento_x_sapata == 0 and momento_y_sapata != 0 + ): + fator_acrescimo_dimensoes = 1.05 + elif momento_x_sapata != 0 and momento_y_sapata != 0: + fator_acrescimo_dimensoes = 1.103 + else: + fator_acrescimo_dimensoes = 1.0 + + x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) + y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) + + wx = x_sapata * (y_sapata**2) / 6 + wy = y_sapata * (x_sapata**2) / 6 + + mw_x = (momento_x_sapata / wx) * 1000 + mw_y = (momento_y_sapata / wy) * 1000 + + tensao_sapata = (fator_solo * nk * 1000) / (x_sapata * y_sapata) + tensao_max_sapata = tensao_sapata + mw_x + mw_y + tensao_min_sapata = tensao_sapata - mw_x - mw_y + + nk_equiv = (x_sapata * y_sapata * tensao_max_sapata) / fator_solo + area_sapata = round( + fator_solo * ((nk * 1000) / (tensao_adm_solo * 1000000)), ndigits=6 + ) + + ca_sapata = (x_sapata - x_pilar) / 2 + cb_sapata = (y_sapata - y_pilar) / 2 + h_rig_x = 2 / 3 * ca_sapata + h_rig_y = 2 / 3 * cb_sapata + + h_mincis = (1.4 * nk_equiv) / ( + 2 + * (x_pilar + y_pilar) + * 0.27 + * (1 - (fck_sapata / 250)) + * (fcd_sapata * 1000000) + ) + if h_mincis < 0.40: + h_mincis = 0.40 + if h_total < h_mincis: + h_total = h_mincis + + braco_alavanca_sapata = h_total - 0.05 + + h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) + h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) + + # h0 = round(h0a, ndigits=2) + # if h0a < h0b: + # h0 = round(h0b, ndigits=2) + + volume_concreto_sapata = (h_total - h_0) / ( + 3 + * ( + x_sapata * y_sapata + + x_pilar * y_pilar + + math.sqrt(x_sapata * y_sapata * x_pilar * y_pilar) + ) + + x_sapata * y_sapata * h_0 + ) + + tracao_x_sapata = ( + 1.1 * nk_equiv * (x_sapata - x_pilar) / (8 * braco_alavanca_sapata) + ) + tracao_y_sapata = ( + 1.1 * nk_equiv * (y_sapata - y_pilar) / (8 * braco_alavanca_sapata) + ) + as_x_sapata = (1.4 * tracao_x_sapata) / (fyd_sapata) + as_y_sapata = (1.4 * tracao_y_sapata) / fyd_sapata + + taxa_aco_sapata = (0.078 * (fck_sapata) ** (2 / 3)) / fyd_sapata + + if taxa_aco_sapata <= 0.0015: + taxa_aco_sapata = 0.0015 + + as_x_min_laje = 0.67 * taxa_aco_sapata * h_mincis * x_sapata + as_y_min_laje = 0.67 * taxa_aco_sapata * h_mincis * y_sapata + + print("x_sapata: ", x_sapata) + print("y_sapata: ", y_sapata) + + print("wx: ", wx) + print("wy: ", wy) + print("mw_x: ", mw_x) + print("mw_y: ", mw_y) + print("tensao_max_sapata: ", tensao_max_sapata) + print("tensao_min_sapata: ", tensao_min_sapata) + print("nk_equiv: ", nk_equiv) + print("ca_sapata: ", ca_sapata) + print("cb_sapata: ", cb_sapata) + print("h0a: ", h0a) + print("h0b: ", h0b) + print("h_mincis: ", h_mincis) + # print('h0: ',h0) + print("h_total", h_total) + print("-------------------------------------\n") + + # -------------------------------------- saida dos dados -------------------------------------------------- + self.lineEdit_11.setText(str(h_total)) + # self.lineEdit_12.setText(str(h0)) + + self.lineEdit_15.setText(str(area_sapata)) + self.lineEdit_16.setText(str(round(wx, ndigits=6))) + self.lineEdit_17.setText(str(round(wy, ndigits=6))) + self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) + self.lineEdit_19.setText( + str(round(tensao_max_sapata / 1000000, ndigits=4)) + ) + self.lineEdit_20.setText( + str(round(tensao_min_sapata / 1000000, ndigits=4)) + ) + self.lineEdit_21.setText(str(round(ca_sapata * 100, ndigits=4))) + self.lineEdit_22.setText(str(round(cb_sapata * 100, ndigits=4))) + + self.lineEdit_23.setText(str(round(h_rig_x * 100, ndigits=4))) + self.lineEdit_24.setText(str(round(h_rig_y * 100, ndigits=4))) + self.lineEdit_25.setText(str(round(h_mincis * 100, ndigits=4))) + self.lineEdit_26.setText(str(round(h0a * 100, ndigits=4))) + self.lineEdit_28.setText(str(round(h0b * 100, ndigits=4))) + self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) + + self.lineEdit_14.setText(str(round(tracao_x_sapata / 1000, ndigits=4))) + self.lineEdit_29.setText(str(round(tracao_y_sapata / 1000, ndigits=4))) + self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) + self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) + + self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) + self.lineEdit_33.setText(str(round(as_x_min_laje * 1000000, ndigits=4))) + self.lineEdit_34.setText(str(round(as_y_min_laje * 1000000, ndigits=4))) + + else: + QMessageBox.about( + self, "Falta de Dados", "Por favor insira dados consistentes" + ) + + def gerar_dim_sapata(self): + + nk = float(self.lineEdit_3.text()) + momento_x_sapata = float(self.lineEdit_4.text()) + momento_y_sapata = float(self.lineEdit_5.text()) + x_pilar = float(self.lineEdit.text()) + y_pilar = float(self.lineEdit_2.text()) + tensao_adm_solo = float(self.lineEdit_35.text()) + fator_solo = float(self.lineEdit_13.text()) + + if ( + nk != 0 + and x_pilar != 0 + and y_pilar != 0 + and tensao_adm_solo != 0 + and fator_solo != 0 + ): + + fck_sapata = float(self.comboBox.currentText()) + fcd_sapata = fck_sapata / 1.4 + fyk_sapata = float(self.comboBox_2.currentText()) + fyd_sapata = fyk_sapata / 1.15 + nk = float(self.lineEdit_3.text()) + momento_x_sapata = float(self.lineEdit_4.text()) + momento_y_sapata = float(self.lineEdit_5.text()) + tensao_adm_solo = float(self.lineEdit_35.text()) + fator_solo = float(self.lineEdit_13.text()) + angulo_dissp_sapata = float(self.spinBox.value()) + + angulo_dissp_sapata = (angulo_dissp_sapata / 180) * 3.14 + + x_pilar = float(self.lineEdit.text()) / 100 + y_pilar = float(self.lineEdit_2.text()) / 100 + + area_sapata = round( + fator_solo * ((nk * 1000) / (tensao_adm_solo * 1000000)), ndigits=6 + ) + + y_sapata = 0.5 * (y_pilar - x_pilar) + math.sqrt( + 0.25 * ((y_pilar - x_pilar) ** 2) + area_sapata + ) + + x_sapata = area_sapata / y_sapata + + if (momento_x_sapata != 0 and momento_y_sapata == 0) or ( + momento_x_sapata == 0 and momento_y_sapata != 0 + ): + fator_acrescimo_dimensoes = 1.05 + elif momento_x_sapata != 0 and momento_y_sapata != 0: + fator_acrescimo_dimensoes = 1.103 + else: + fator_acrescimo_dimensoes = 1.0 + + x_sapata = round(x_sapata * fator_acrescimo_dimensoes, ndigits=4) + y_sapata = round(y_sapata * fator_acrescimo_dimensoes, ndigits=4) + + if x_sapata < 0.6: + x_sapata = 0.6 + if y_sapata < 0.6: + y_sapata = 0.6 + print(x_sapata, "<--------------------------------------------------") + wx = x_sapata * (y_sapata**2) / 6 + wy = y_sapata * (x_sapata**2) / 6 + + mw_x = (momento_x_sapata / wx) * 1000 + mw_y = (momento_y_sapata / wy) * 1000 + + tensao_sapata = (fator_solo * nk * 1000) / (x_sapata * y_sapata) + tensao_max_sapata = tensao_sapata + mw_x + mw_y + tensao_min_sapata = tensao_sapata - mw_x - mw_y + + x_sapata = self.arredondar_cinco(x_sapata) + y_sapata = self.arredondar_cinco(y_sapata) + if x_sapata < 0.6: + x_sapata = 0.6 + if y_sapata < 0.6: + y_sapata = 0.6 + + nk_equiv = (x_sapata * y_sapata * tensao_max_sapata) / fator_solo + + ca_sapata = (x_sapata - x_pilar) / 2 + cb_sapata = (y_sapata - y_pilar) / 2 + h_rig_x = 2 / 3 * ca_sapata + h_rig_y = 2 / 3 * cb_sapata + + h_total = h_rig_x + if h_total < h_rig_y: + h_total = h_rig_y + + h_mincis = (1.4 * nk_equiv) / ( + 2 + * (x_pilar + y_pilar) + * 0.27 + * (1 - (fck_sapata / 250)) + * (fcd_sapata * 1000000) + ) + if h_mincis < 0.40: + h_mincis = 0.40 + h_mincis = round(h_mincis, ndigits=4) + + if h_total < h_mincis: + h_total = h_mincis + + h_total = self.arredondar_cinco(h_total) + + h0a = h_total - ca_sapata * math.tan(angulo_dissp_sapata) + h0b = h_total - cb_sapata * math.tan(angulo_dissp_sapata) + h0_prerrogativo = h_total / 3 + tangente_angulo = math.tan(angulo_dissp_sapata) + h0 = round(h0a, ndigits=2) + if h0a < h0b: + h0 = round(h0b, ndigits=2) + elif h0b < h0_prerrogativo: + h0 = h0_prerrogativo + if h0 < 0.25: + h0 = 0.25 + h0 = self.arredondar_cinco(h0) + + volume_concreto_sapata = ( + (h_total - h0) + / 3 + * ( + x_sapata * y_sapata + + x_pilar * y_pilar + + math.sqrt(x_sapata * y_sapata * x_pilar * y_pilar) + ) + ) + (x_sapata * y_sapata * h0) + + braco_alavanca_sapata = h_total - 0.05 + + tracao_x_sapata = ( + 1.1 * nk_equiv * (x_sapata - x_pilar) / (8 * braco_alavanca_sapata) + ) + tracao_y_sapata = ( + 1.1 * nk_equiv * (y_sapata - y_pilar) / (8 * braco_alavanca_sapata) + ) + as_x_sapata = (1.4 * tracao_x_sapata) / (fyd_sapata) + as_y_sapata = (1.4 * tracao_y_sapata) / fyd_sapata + + taxa_aco_sapata = (0.078 * (fck_sapata) ** (2 / 3)) / fyd_sapata + + if taxa_aco_sapata <= 0.0015: + taxa_aco_sapata = 0.0015 + + as_x_min_laje = 0.67 * taxa_aco_sapata * h_total * x_sapata + as_y_min_laje = 0.67 * taxa_aco_sapata * h_total * y_sapata + + print("x_sapata: ", x_sapata) + print("y_sapata: ", y_sapata) + + print("wx: ", wx) + print("wy: ", wy) + print("mw_x: ", mw_x) + print("mw_y: ", mw_y) + print("tensao_max_sapata: ", tensao_max_sapata) + print("tensao_min_sapata: ", tensao_min_sapata) + print("nk_equiv: ", nk_equiv) + print("ca_sapata: ", ca_sapata) + print("cb_sapata: ", cb_sapata) + print("h0a: ", h0a) + print("h0b: ", h0b) + print("h_mincis: ", h_mincis) + print("h0: ", h0) + print("tangente_angulo: ", tangente_angulo) + print("----------") + print("h_total: ", h_total) + print("tracao_x_sapata: ", tracao_x_sapata) + print("tracao_y_sapata: ", tracao_y_sapata) + print("as_x_sapata: ", as_x_sapata) + print("as_y_sapata: ", as_y_sapata) + print("taxa_aco_sapata: ", taxa_aco_sapata) + print("as_x_min_laje: ", as_x_min_laje) + print("as_y_min_laje: ", as_y_min_laje) + print("-------------------------------------\n") + # ------------------------------ saida de dados --------------------------------------------- + self.lineEdit_9.setText(str(y_sapata)) + self.lineEdit_10.setText(str(x_sapata)) + self.lineEdit_15.setText(str(area_sapata)) + + self.lineEdit_11.setText(str(round(h_total, ndigits=4))) + self.lineEdit_12.setText(str(round(h0, ndigits=4))) + + self.lineEdit_15.setText(str(area_sapata)) + self.lineEdit_16.setText(str(round(wx, ndigits=6))) + self.lineEdit_17.setText(str(round(wy, ndigits=6))) + self.lineEdit_18.setText(str(round(nk_equiv, ndigits=4))) + self.lineEdit_19.setText(str(round(tensao_max_sapata / 1000000, ndigits=4))) + self.lineEdit_20.setText(str(round(tensao_min_sapata / 1000000, ndigits=4))) + self.lineEdit_21.setText(str(round(ca_sapata * 100, ndigits=4))) + self.lineEdit_22.setText(str(round(cb_sapata * 100, ndigits=4))) + + self.lineEdit_23.setText(str(round(h_rig_x * 100, ndigits=4))) + self.lineEdit_24.setText(str(round(h_rig_y * 100, ndigits=4))) + self.lineEdit_25.setText(str(round(h_mincis * 100, ndigits=4))) + self.lineEdit_26.setText(str(round(h0a * 100, ndigits=4))) + self.lineEdit_28.setText(str(round(h0b * 100, ndigits=4))) + self.lineEdit_27.setText(str(round(volume_concreto_sapata, ndigits=4))) + + self.lineEdit_14.setText(str(round(tracao_x_sapata / 1000, ndigits=4))) + self.lineEdit_29.setText(str(round(tracao_y_sapata / 1000, ndigits=4))) + self.lineEdit_30.setText(str(round(as_x_sapata, ndigits=4))) + self.lineEdit_31.setText(str(round(as_y_sapata, ndigits=4))) + + self.lineEdit_32.setText(str(round(taxa_aco_sapata, ndigits=7))) + self.lineEdit_33.setText(str(round(as_x_min_laje * 1000000, ndigits=4))) + self.lineEdit_34.setText(str(round(as_y_min_laje * 1000000, ndigits=4))) + + else: + QMessageBox.about( + self, "Falta de Dados", "Por favor insira dados consistentes" + ) + + def limpar_sapatas(self): + self.comboBox.setCurrentIndex(0) + self.comboBox_2.setCurrentIndex(0) + + self.lineEdit.setText("0") + self.lineEdit_2.setText("0") + self.lineEdit_3.setText("0") + self.lineEdit_4.setText("0") + self.lineEdit_5.setText("0") + + self.lineEdit_35.setText("0") + self.lineEdit_13.setText("1.1") + self.spinBox.setValue(30) + + self.lineEdit_9.setText("0") + self.lineEdit_10.setText("0") + self.lineEdit_11.setText("0") + self.lineEdit_12.setText("0") + + self.lineEdit_15.setText("") + self.lineEdit_16.setText("") + self.lineEdit_17.setText("") + self.lineEdit_18.setText("") + self.lineEdit_19.setText("") + self.lineEdit_20.setText("") + self.lineEdit_21.setText("") + self.lineEdit_22.setText("") + self.lineEdit_23.setText("") + self.lineEdit_24.setText("") + self.lineEdit_25.setText("") + self.lineEdit_26.setText("") + self.lineEdit_27.setText("") + self.lineEdit_28.setText("") + + self.lineEdit_14.setText("") + self.lineEdit_29.setText("") + self.lineEdit_30.setText("") + self.lineEdit_31.setText("") + self.lineEdit_32.setText("") + self.lineEdit_33.setText("") + self.lineEdit_34.setText("") + + +# ---------------------------------------------- Janelas Adicionais ---------------------------------------------------- + + +class Tabela_Classe_Agressividade(QtWidgets.QMainWindow): + def __init__(self): + super().__init__() + self.load_ui() + self.load_signals() + + def load_ui(self): + self.ui = loadUi("class_agres.ui", self) + + # scriptDir = os.path.dirname(os.path.realpath(__file__)) + # self.setWindowIcon(QtGui.QIcon(scriptDir + os.path.sep + 'logo.ico')) + self.setWindowIcon(QtGui.QIcon("images/logo.ico")) + + self.setWindowTitle("Navier - Classes de Agressividade e Cobrimentos Mínimos") + self.setFixedSize(579, 520) + + def load_signals(self): + print("inicializado") + header = self.tableWidget.horizontalHeader() + # FIXME Verificar a propriedade atualizada caso necessário + # header.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) + # header.setSectionResizeMode(3, QtWidgets.QHeaderView.Stretch) + + self.tableWidget.setSpan(0, 0, 1, 4) + + header_2 = self.tableWidget_2.horizontalHeader() + # FIXME Verificar a propriedade atualizada caso necessário + # header_2.setSectionResizeMode(0, QtWidgets.QHeaderView.Stretch) + # header_2.setSectionResizeMode(1, QtWidgets.QHeaderView.Stretch) + # header_2.setSectionResizeMode(2, QtWidgets.QHeaderView.Stretch) + # header_2.setSectionResizeMode(3, QtWidgets.QHeaderView.ResizeToContents) + + self.tableWidget_2.setSpan(0, 0, 2, 1) + self.tableWidget_2.setSpan(0, 1, 2, 1) + self.tableWidget_2.setSpan(0, 3, 2, 1) + + self.tableWidget_2.setSpan(3, 0, 2, 1) + self.tableWidget_2.setSpan(3, 1, 2, 1) + self.tableWidget_2.setSpan(3, 3, 2, 1) + + self.tableWidget_2.setSpan(5, 0, 2, 1) + self.tableWidget_2.setSpan(5, 1, 2, 1) + self.tableWidget_2.setSpan(5, 3, 2, 1) + + +if __name__ == "__main__": + app = QtWidgets.QApplication(sys.argv) + inicio = Inicio() + vigas = Vigas() + detalhar_vigas = Detalhar_viga() + pilares = Pilares() + pilares_areas_aco = Pilar_area_aco() + lajes = Lajes() + sapatas = Sapatas() + carga_adicional = Carga_Adicional() + tabela_classe_agressividade = Tabela_Classe_Agressividade() + tabela_bitolas = Tabela_Bitolas() + + inicio.show() + sys.exit(app.exec()) + + # app.exec_() diff --git a/app/marcus.py b/app/marcus.py new file mode 100644 index 0000000..9b196da --- /dev/null +++ b/app/marcus.py @@ -0,0 +1,707 @@ + +import numpy as np + +caso1 = np.array([ +[0.50, 0.059, 169.18, 42.29 ], +[0.51, 0.063, 158.42, 41.20 ], +[0.52, 0.068, 148.64, 40.19 ], +[0.53, 0.073, 139.70, 39.24 ], +[0.54, 0.078, 131.55, 38.36 ], +[0.55, 0.084, 124.10, 37.53 ], +[0.56, 0.089, 117.25, 36.77 ], +[0.57, 0.095, 110.96, 36.05 ], +[0.58, 0.102, 105.19, 35.38 ], +[0.59, 0.108, 99.86, 34.76 ], +[0.60, 0.115, 94.94, 34.18 ], +[0.61, 0.122, 90.40, 33.64 ], +[0.62, 0.129, 86.20, 33.13 ], +[0.63, 0.136, 82.30, 32.66 ], +[0.64, 0.144, 78.68, 32.23 ], +[0.65, 0.151, 75.32, 31.82 ], +[0.66, 0.159, 72.19, 31.44 ], +[0.67, 0.168, 69.27, 31.09 ], +[0.68, 0.176, 66.54, 30.99 ], +[0.69, 0.185, 63.99, 30.46 ], +[0.70, 0.194, 61.60, 30.18 ], +[0.71, 0.203, 59.37, 29.93 ], +[0.72, 0.212, 57.27, 29.69 ], +[0.73, 0.221, 55.29, 29.47 ], +[0.74, 0.231, 53.44, 29.26 ], +[0.75, 0.240, 51.69, 29.07 ], +[0.76, 0.250, 50.04, 28.90 ], +[0.77, 0.260, 48.48, 28.74 ], +[0.78, 0.270, 47.01, 28.60 ], +[0.79, 0.280, 45.61, 28.46 ], +[0.80, 0.290, 44.29, 28.34 ], +[0.81, 0.301, 43.03, 28.23 ], +[0.82, 0.311, 41.84, 28.13 ], +[0.83, 0.322, 40.70, 28.04 ], +[0.84, 0.332, 39.62, 27.96 ], +[0.85, 0.343, 38.59, 27.88 ], +[0.86, 0.354, 37.61, 27.81 ], +[0.87, 0.364, 36.67, 27.75 ], +[0.88, 0.375, 35.77, 27.70 ], +[0.89, 0.385, 34.91, 27.65 ], +[0.90, 0.396, 34.09, 27.61 ], +[0.91, 0.407, 33.30, 27.57 ], +[0.92, 0.417, 32.54, 27.54 ], +[0.93, 0.428, 31.81, 27.51 ], +[0.94, 0.438, 31.11, 27.49 ], +[0.95, 0.449, 30.44, 27.47 ], +[0.96, 0.459, 29.79, 27.45 ], +[0.97, 0.469, 29.17, 27.44 ], +[0.98, 0.480, 28.57, 27.43 ], +[0.99, 0.490, 27.99, 27.43 ], +[1.00, 0.500, 27.43, 27.43 ], +[1.00, 0.500, 27.43, 27.43], +[1.01, 0.510, 26.89, 27.43], +[1.02, 0.520, 26.37, 27.43], +[1.03, 0.529, 25.87, 27.44], +[1.04, 0.539, 25.38, 27.45], +[1.05, 0.549, 24.91, 27.47], +[1.06, 0.558, 24.46, 27.48], +[1.07, 0.567, 24.02, 27.50], +[1.08, 0.576, 23.60, 27.52], +[1.09, 0.585, 23.19, 27.55], +[1.10, 0.594, 22.79, 27.57], +[1.11, 0.603, 22.41, 27.61], +[1.12, 0.611, 22.03, 27.64], +[1.13, 0.620, 21.67, 27.67], +[1.14, 0.628, 21.32, 27.71], +[1.15, 0.636, 20.99, 27.76], +[1.16, 0.644, 20.66, 27.80], +[1.17, 0.652, 20.34, 27.85], +[1.18, 0.660, 20.04, 27.90], +[1.19, 0.667, 19.74, 27.95], +[1.20, 0.675, 19.45, 28.01], +[1.21, 0.682, 19.17, 28.07], +[1.22, 0.689, 18.90, 28.13], +[1.23, 0.696, 18.64, 28.20], +[1.24, 0.703, 18.39, 28.27], +[1.25, 0.709, 18.14, 28.34], +[1.26, 0.716, 17.90, 28.42], +[1.27, 0.722, 17.67, 28.50], +[1.28, 0.729, 17.44, 28.58], +[1.29, 0.735, 17.23, 28.67], +[1.30, 0.741, 17.01, 28.76], +[1.31, 0.746, 16.81, 28.85], +[1.32, 0.752, 16.61, 28.94], +[1.33, 0.758, 16.42, 29.04], +[1.34, 0.763, 16.23, 29.14], +[1.35, 0.769, 16.05, 29.25], +[1.36, 0.774, 15.87, 29.36], +[1.37, 0.779, 15.70, 29.47], +[1.38, 0.784, 15.53, 29.58], +[1.39, 0.789, 15.37, 29.70], +[1.40, 0.793, 15.21, 29.82], +[1.41, 0.798, 15.06, 29.95], +[1.42, 0.803, 14.91, 30.07], +[1.43, 0.807, 14.77, 30.20], +[1.44, 0.811, 14.63, 30.34], +[1.45, 0.815, 14.49, 30.47], +[1.46, 0.820, 14.36, 30.61], +[1.47, 0.824, 14.23, 30.76], +[1.48, 0.827, 14.11, 30.90], +[1.49, 0.831, 13.99, 31.05], +[1.50, 0.835, 13.87, 31.21], +[1.50, 0.835, 13.87, 31.21], +[1.51, 0.839, 13.75, 31.36], +[1.52, 0.842, 13.64, 31.52], +[1.53, 0.846, 13.53, 31.68], +[1.54, 0.849, 13.43, 31.85], +[1.55, 0.852, 13.32, 32.01], +[1.56, 0.855, 13.22, 32.18], +[1.57, 0.859, 13.13, 32.36], +[1.58, 0.862, 13.03, 32.53], +[1.59, 0.865, 12.94, 32.71], +[1.60, 0.868, 12.85, 32.80], +[1.61, 0.870, 12.76, 33.08], +[1.62, 0.873, 12.68, 33.27], +[1.63, 0.876, 12.59, 33.46], +[1.64, 0.878, 12.51, 33.65], +[1.65, 0.881, 12.43, 33.85], +[1.66, 0.884, 12.35, 34.04], +[1.67, 0.886, 12.28, 34.24], +[1.68, 0.888, 12.21, 34.45], +[1.69, 0.891, 12.13, 34.65], +[1.70, 0.893, 12.06, 34.87], +[1.71, 0.895, 12.00, 35.08], +[1.72, 0.897, 11.93, 35.29], +[1.73, 0.899, 11.86, 35.51], +[1.74, 0.902, 11.80, 35.73], +[1.75, 0.904, 11.74, 35.95], +[1.76, 0.906, 11.68, 36.17], +[1.77, 0.907, 11.62, 36.40], +[1.78, 0.909, 11.56, 36.63], +[1.79, 0.911, 11.51, 36.86], +[1.80, 0.913, 11.45, 37.10], +[1.81, 0.915, 11.40, 37.33], +[1.82, 0.916, 11.34, 37.58], +[1.83, 0.918, 11.29, 37.82], +[1.84, 0.920, 11.24, 38.06], +[1.85, 0.921, 11.19, 38.31], +[1.86, 0.923, 11.15, 38.56], +[1.87, 0.924, 11.10, 38.81], +[1.88, 0.926, 11.05, 39.07], +[1.89, 0.927, 11.01, 39.32], +[1.90, 0.929, 10.96, 39.58], +[1.91, 0.930, 10.92, 39.84], +[1.92, 0.931, 10.88, 40.10], +[1.93, 0.933, 10.84, 40.37], +[1.94, 0.934, 10.80, 40.63], +[1.95, 0.935, 10.76, 40.91], +[1.96, 0.936, 10.72, 41.18], +[1.97, 0.938, 10.68, 41.45], +[1.98, 0.939, 10.64, 41.73], +[1.99, 0.940, 10.60, 42.01], +[2.00, 0.941, 10.57, 42.29],]) + + + +caso2 = np.array([ +[0.50, 0.135, 140.93, 59.20, 45.13], +[0.51, 0.145, 132.95, 55.31, 44.11], +[0.52, 0.154, 125.68, 51.77, 43.22], +[0.53, 0.165, 119.03, 48.56, 42.38], +[0.54, 0.175, 112.94, 45.64, 41.60], +[0.55, 0.186, 107.35, 42.97, 40.88], +[0.56, 0.197, 102.20, 40.54, 40.21], +[0.57, 0.209, 97.46, 38.32, 39.60], +[0.58, 0.220, 93.08, 36.28, 39.03], +[0.59, 0.232, 89.03, 34.41, 38.51], +[0.60, 0.245, 85.28, 32.69, 38.04], +[0.61, 0.257, 81.79, 31.11, 37.60], +[0.62, 0.270, 78.55, 29.66, 37.20], +[0.63, 0.282, 75.53, 28.31, 36.83], +[0.64, 0.295, 72.71, 27.07, 36.49], +[0.65, 0.308, 70.07, 25.93, 36.19], +[0.66, 0.322, 67.60, 24.86, 35.92], +[0.67, 0.335, 65.28, 23.88, 35.67], +[0.68, 0.348, 63.10, 22.97, 35.44], +[0.69, 0.362, 61.05, 22.12, 35.25], +[0.70, 0.375, 59.12, 21.33, 35.07], +[0.71, 0.388, 57.30, 20.59, 34.92], +[0.72, 0.402, 55.58, 19.91, 34.78], +[0.73, 0.415, 53.95, 19.27, 34.67], +[0.74, 0.428, 52.41, 18.67, 34.57], +[0.75, 0.442, 50.94, 18.11, 34.50], +[0.76, 0.455, 49.56, 17.59, 34.44], +[0.77, 0.468, 48.24, 17.10, 34.39], +[0.78, 0.481, 46.98, 16.64, 34.36], +[0.79, 0.493, 45.79, 16.21, 34.35], +[0.80, 0.506, 44.65, 15.81, 34.35], +[0.81, 0.518, 43.56, 15.43, 34.36], +[0.82, 0.531, 42.53, 15.08, 34.39], +[0.83, 0.543, 41.54, 14.74, 34.42], +[0.84, 0.554, 40.60, 14.43, 34.48], +[0.85, 0.566, 39.69, 14.13, 34.54], +[0.86, 0.578, 38.83, 13.85, 34.62], +[0.87, 0.589, 38.01, 13.59, 34.70], +[0.88, 0.600, 97.22, 13.34, 34.80], +[0.89, 0.611, 96.46, 13.10, 34.91], +[0.90, 0.621, 95.73, 12.88, 35.03], +[0.91, 0.632, 35.04, 12.67, 35.16], +[0.92, 0.642, 34.37, 12.47, 35.29], +[0.93, 0.652, 33.73, 12.28, 35.44], +[0.94, 0.661, 33.12, 12.10, 35.60], +[0.95, 0.671, 32.53, 11.93, 35.77], +[0.96, 0.680, 31.97, 11.77, 35.95], +[0.97, 0.689, 31.43, 11.61, 36.13], +[0.98, 0.697, 30.91, 11.47, 36.33], +[0.99, 0.706, 30.41, 11.33, 36.53], +[1.00, 0.714, 29.93, 11.20, 36.74], +[ 1.00, 0.714, 29.93, 11.20, 36], +[ 1.02, 0.730, 29.02, 10.96, 37], +[ 1.04, 0.745, 28.18, 10.73, 37], +[ 1.06, 0.759, 27.41, 10.53, 38], +[ 1.08, 0.773, 26.69, 10.35, 38], +[ 1.10, 0.785, 26.02, 10.18, 39], +[ 1.12, 0.797, 25.40, 10.03, 39], +[1.14, 0.808, 24.83, 9.89, 40.55], +[1.16, 0.819, 24.29, 9.77, 41.21], +[1.18, 0.829, 23.79, 9.65, 41.90], +[1.20, 0.838, 23.33, 9.45, 42.62], +[1.22, 0.847, 22.89, 9.44, 43.36], +[1.24, 0.855, 22.49, 9.35, 44.13], +[1.26, 0.863, 22.11, 9.27, 44.93], +[1.28, 0.870, 21.75, 9.19, 45.75], +[1.30, 0.877, 21.42, 9.12, 46.59], +[1.32, 0.884, 21.11, 9.05, 47.46], +[1.34, 0.889, 20.82, 8.99, 48.34], +[1.36, 0.895, 20.54, 8.93, 49.26], +[1.38, 0.901, 20.28, 8.88, 50.20], +[1.40, 0.906, 20.04, 8.83, 51.15], +[1.42, 0.910, 19.81, 8.79, 52.14], +[1.44, 0.915, 19.59, 8.74, 53.14], +[1.46, 0.919, 19.39, 8.70, 54.16], +[1.48, 0.923, 19.20, 8.67, 55.21], +[1.50, 0.927, 19.01, 8.63, 56.28], +[1.52, 0.930, 18.84, 8.60, 57.36], +[1.54, 0.934, 18.68, 8.57, 58.47], +[1.56, 0.937, 18.52, 8.54, 59.60], +[1.58, 0.940, 18.37, 8.51, 60.74], +[1.60, 0.942, 18.23, 8.49, 61.91], +[1.62, 0.945, 18.10, 8.46, 63.11], +[1.64, 0.948, 17.97, 8.44, 64.31], +[1.66, 0.950, 17.85, 8.42, 65.53], +[1.68, 0.952, 17.74, 8.40, 66.78], +[1.70, 0.954, 17.63, 8.38, 68.04], +[1.72, 0.956, 17.52, 8.36, 69.33], +[1.74, 0.958, 17.42, 8.35, 70.63], +[1.76, 0.960, 17.33, 8.33, 71.96], +[1.78, 0.962, 17.25, 8.32, 73.30], +[1.80, 0.963, 17.15, 8.30, 74.65], +[1.82, 0.965, 17.07, 8.29, 76.03], +[1.84, 0.966, 16.99, 8.28, 77.42], +[1.86, 0.968, 16.91, 8.27, 78.85], +[1.88, 0.969, 16.84, 8.26, 80.27], +[1.90, 0.970, 16.77, 8.24, 81.73], +[1.92, 0.971, 16.70, 8.23, 83.18], +[1.94, 0.972, 16.64, 8.23, 84.67], +[1.96, 0.974, 16.57, 8.22, 86.19], +[1.98, 0.975, 16.51, 8.21, 87.70], +[2.00, 0.976, 16.46, 8.20, 89.22],]) + + +caso3 = np.array([ +[1.00, 0.500, 37.14, 16.00, 37.14, 16.00], +[1.01, 0.510, 36.42, 15.69, 37.15, 16.00], +[1.02, 0.520, 35.72, 15.39, 37.16, 16.01], +[1.03, 0.529, 35.05, 15.11, 37.19, 16.03], +[1.04, 0.539, 34.42, 14.84, 37.22, 16.05], +[1.05, 0.549, 33.81, 14.58, 37.27, 16.08], +[1.06, 0.558, 33.21, 14.34, 27.32, 16.11], +[1.07, 0.567, 32.65, 14.10, 37.38, 16.15], +[1.08, 0.576, 32.11, 13.88, 37.45, 16.19], +[1.09, 0.585, 31.59, 13.67, 37.53, 16.24], +[1.10, 0.594, 31.09, 13.46, 37.61, 16.29], +[1.11, 0.603, 30.61, 13.27, 37.71, 16.35], +[1.12, 0.611, 30.14, 13.08, 37.81, 16.41], +[1.13, 0.620, 29.70, 12.91, 37.92, 16.48], +[1.14, 0.628, 29.27, 12.74, 38.04, 16.55], +[1.15, 0.636, 28.85, 12.57, 38.16, 16.63], +[1.16, 0.644, 28.46, 12.42, 38.29, 16.71], +[1.17, 0.652, 28.08, 12.27, 38.43, 16.79], +[1.18, 0.660, 27.71, 12.13, 38.58, 16.88], +[1.19, 0.667, 27.35, 11.99, 38.73, 16.98], +[1.20, 0.674, 27.00, 11.85, 38.89, 17.07], +[1.21, 0.682, 26.68, 11.73, 39.06, 17.18], +[1.22, 0.690, 26.36, 11.61, 39.23, 17.28], +[1.23, 0.696, 26.05, 11.49, 39.41, 17.39], +[1.24, 0.703, 25.75, 11.38, 39.59, 17.50], +[1.25, 0.709, 25.46, 11.28, 39.78, 17.62], +[1.26, 0.716, 25.18, 11.17, 39.98, 17.74], +[1.27, 0.722, 24.92, 11.07, 40.19, 17.86], +[1.28, 0.729, 24.66, 10.98, 40.40, 17.99], +[1.29, 0.735, 24.40, 10.89, 40.61, 18.12], +[1.30, 0.741, 24.16, 10.80, 40.83, 18.25], +[1.31, 0.746, 23.93, 10.72, 41.06, 18.39], +[1.32, 0.752, 23.70, 10.63, 41.29, 18.53], +[1.33, 0.758, 23.48, 10.56, 41.53, 18.67], +[1.34, 0.763, 23.26, 10.48, 41.77, 18.82], +[1.35, 0.769, 23.06, 10.41, 42.02, 18.97], +[1.36, 0.774, 22.86, 10.34, 42.28, 19.12], +[1.37, 0.779, 22.66, 10.27, 42.54, 19.28], +[1.38, 0.784, 22.48, 10.21, 42.80, 19.43], +[1.39, 0.789, 22.29, 10.14, 43.07, 19.60], +[1.40, 0.793, 22.12, 10.08, 43.35, 19.76], +[1.41, 0.798, 21.95, 10.02, 43.63, 19.93], +[1.42, 0.803, 21.78, 9.97, 43.92, 20.10], +[1.43, 0.807, 21.62, 9.91, 44.21, 20.27], +[1.44, 0.811, 21.46, 9.86, 44.50, 20.45], +[1.45, 0.815, 21.31, 9.81, 44.80, 20.62], +[1.46, 0.820, 21.16, 9.76, 45.11, 20.80], +[1.47, 0.824, 21.02, 9.71, 45.42, 20.99], +[1.48, 0.827, 20.88, 9.67, 45.74, 21.17], +[1.49, 0.831, 20.75, 9.62, 46.06, 21.36], +[1.50, 0.835, 20.61, 9.38, 46.38, 21.55], +[1.50, 0.835, 20.61, 9.58, 46.38, 21.55], +[1.51, 0.839, 20.49, 9.54, 46.71, 21.75], +[1.52, 0.842, 20.36, 9.50, 47.05, 21.94], +[1.53, 0.846, 20.24, 9.46, 47.38, 22.14], +[1.54, 0.849, 20.12, 9.42, 47.73, 22.34], +[1.55, 0.852, 20.01, 9.39, 48.07, 22.55], +[1.56, 0.855, 19.90, 9.35, 48.43, 22.76], +[1.57, 0.859, 19.79, 9.32, 48.78, 22.96], +[1.58, 0.862, 19.69, 9.28, 49.14, 23.17], +[1.59, 0.865, 19.58, 9.25, 49.51, 23.09], +[1.60, 0.868, 19.48, 9.22, 49.88, 23.60], +[1.61, 0.870, 19.39, 9.19, 50.25, 23.82], +[1.62, 0.873, 19.29, 9.16, 52.63, 24.04], +[1.63, 0.876, 19.20, 9.13, 51.01, 24.26], +[1.64, 0.878, 19.11, 9.11, 51.40, 24.49], +[1.65, 0.881, 19.02, 9.08, 51.79, 24.72], +[1.66, 0.884, 18.94, 9.05, 52.19, 24.95], +[1.67, 0.886, 18.86, 9.03, 52.58, 25.18], +[1.68, 0.888, 18.77, 9.00, 52.99, 25.41], +[1.69, 0.891, 18.70, 8.98, 53.39, 25.65], +[1.70, 0.893, 18.62, 8.96, 53.81, 25.89], +[1.71, 0.895, 18.54, 8.93, 54.22, 26.13], +[1.72, 0.897, 18.47, 8.91, 54.64, 26.37], +[1.73, 0.899, 18.40, 8.89, 55.07, 26.61], +[1.74, 0.902, 18.33, 8.87, 55.49, 26.86], +[1.75, 0.904, 18.26, 8.85, 55.92, 27.11], +[1.76, 0.906, 18.18, 8.83, 56.36, 27.36], +[1.77, 0.907, 18.13, 8.81, 56.80, 27.61], +[1.78, 0.909, 18.07, 8.80, 57.24, 27.87], +[1.79, 0.911, 18.00, 8.78, 57.68, 28.13], +[1.80, 0.913, 17.94, 8.76, 58.14, 28.39], +[1.81, 0.915, 17.88, 8.74, 58.59, 28.65], +[1.82, 0.916, 17.83, 8.73, 59.05, 28.91], +[1.83, 0.918, 17.77, 8.71, 59.51, 29.18], +[1.84, 0.920, 17.72, 8.70, 59.97, 29.44], +[1.85, 0.921, 17.66, 8.68, 60.44, 29.72], +[1.86, 0.923, 17.61, 8.67, 60.92, 29.99], +[1.87, 0.924, 17.56, 8.65, 61.39, 30.26], +[1.88, 0.926, 17.51, 8.64, 61.88, 30.54], +[1.89, 0.927, 17.46, 8.63, 62.36, 30.81], +[1.90, 0.929, 17.41, 8.61, 62.85, 31.09], +[1.91, 0.930, 17.36, 8.60, 63.34, 31.38], +[1.92, 0.931, 17.32, 8.59, 63.83, 31.66], +[1.93, 0.933, 17.27, 8.58, 64.33, 31.94], +[1.94, 0.934, 17.23, 8.56, 64.83, 32.23], +[1.95, 0.935, 17.18, 8.55, 65.34, 32.52], +[1.96, 0.936, 17.14, 8.54, 65.84, 32.81], +[1.97, 0.938, 17.10, 8.53, 66.36, 33.10], +[1.98, 0.939, 17.06, 8.52, 66.88, 33.40], +[1.99, 0.940, 17.02, 8.51, 67.39, 33.70], +[2.00, 0.941, 16.93, 8.50, 67.92, 34.00],]) + + +caso5 = np.array([ +[0.50, 0.111, 246.52, 108.00, 71.43, 36.00], +[0.51, 0.119, 230.76, 100.70, 69.53, 34.92], +[0.52, 0.127, 216.51, 95.07, 67.77, 33.91], +[0.53, 0.136, 203.52, 88.05, 66.13, 32.97], +[0.54, 0.145, 191.66, 82.56, 64.60, 32.10], +[0.55, 0.155, 180.83, 77.57, 63.18, 31.29], +[0.56, 0.164, 170.91, 73.01, 61.86, 30.53], +[0.57, 0.174, 161.79, 68.84, 60.63, 29.82], +[0.58, 0.184, 153.42, 65.02, 59.49, 29.16], +[0.59, 0.195, 145.72, 61.52, 58.42, 28.55], +[0.60, 0.206, 138.61, 58.30, 57.43, 27.98], +[0.61, 0.217, 132.05, 55.34, 56.52, 27.45], +[0.62, 0.228, 125.98, 52.61, 55.67, 26.96], +[0.63, 0.239, 120.36, 50.09, 54.88, 26.51], +[0.64, 0.251, 115.15, 47.76, 54.15, 26.08], +[0.65, 0.263, 110.30, 45.61, 53.48, 25.69], +[0.66, 0.275, 105.81, 43.62, 52.85, 25.33], +[0.67, 0.287, 101.61, 41.77, 52.28, 25.00], +[0.68, 0.299, 97.70, 40.06, 51.76, 24.70], +[0.69, 0.312, 94.06, 38.47, 51.28, 24.42], +[0.70, 0.324, 90.65, 36.99, 50.84, 24.17], +[0.71, 0.337, 87.46, 35.61, 50.45, 23.93], +[0.72, 0.349, 84.48, 34.33, 50.09, 23.73], +[0.73, 0.362, 81.68, 33.13, 49.77, 23.54], +[0.74, 0.375, 82.05, 32.48, 49.05, 23.37], +[0.75, 0.387, 76.58, 30.96, 49.23, 23.22], +[0.76, 0.400, 74.26, 29.98, 49.00, 23.09], +[0.77, 0.413, 72.08, 29.07, 48.81, 22.98], +[0.78, 0.425, 70.02, 28.21, 48.65, 22.88], +[0.79, 0.438, 68.08, 27.40, 48.51, 22.80], +[0.80, 0.450, 66.24, 26.65, 48.40, 22.74], +[0.81, 0.463, 64.51, 25.94, 48.32, 22.69], +[0.82, 0.475, 62.88, 25.27, 48.26, 22.65], +[0.83, 0.487, 61.33, 24.64, 48.22, 22.63], +[0.84, 0.499, 59.86, 24.05, 48.21, 22.63], +[0.85, 0.511, 58.47, 23.49, 48.22, 22.63], +[0.86, 0.522, 57.15, 22.97, 48.25, 22.65], +[0.87, 0.543, 55.90, 22.47, 48.30, 22.68], +[0.88, 0.545, 54.71, 22.00, 48.37, 22.72], +[0.89, 0.558, 53.58, 21.56, 48.46, 22.77], +[0.90, 0.567, 52.51, 21.14, 48.57, 22.84], +[0.91, 0.578, 51.49, 20.75, 48.69, 22.91], +[0.92, 0.589, 50.51, 20.37, 48.83, 22.99], +[0.93, 0.599, 49.59, 20.02, 48.99, 23.09], +[0.94, 0.610, 48.70, 19.68, 49.17, 23.19], +[0.95, 0.620, 47.86, 19.37, 49.06, 13.30], +[0.96, 0.629, 47.06, 19.06, 49.57, 23.42], +[0.97, 0.639, 46.29, 18.78, 49.80, 23.56], +[0.98, 0.648, 45.55, 18.50, 50.04, 23.70], +[0.99, 0.658, 44.85, 18.25, 50.29, 23.84], +[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], +[1.00, 0.667, 44.18, 18.00, 50.56, 24.00], +[1.02, 0.684, 42.92, 17.54, 51.14, 24.33], +[1.04, 0.700, 41.77, 17.13, 51.76, 24.70], +[1.06, 0.716, 40.71, 16.75, 52.44, 25.10], +[1.08, 0.731, 39.74, 16.41, 53.18, 25.52], +[1.10, 0.745, 38.84, 16.10, 53.95, 25.97], +[1.12, 0.759, 38.01, 15.81, 54.78, 26.45], +[1.14, 0.772, 37.25, 15.55, 55.64, 26.95], +[1.16, 0.784, 36.54, 15.31, 56.55, 27.47], +[1.18, 0.795, 35.88, 15.09, 57.50, 28.02], +[1.20, 0.806, 35.27, 14.89, 58.50, 28.59], +[1.22, 0.816, 34.70, 14.71, 59.53, 29.19], +[1.24, 0.825, 34.17, 14.54, 60.60, 29.80], +[1.26, 0.834, 33.68, 14.38, 61.71, 30.44], +[1.28, 0.843, 33.22, 14.23, 62.85, 31.10], +[1.30, 0.851, 32.79, 14.10, 64.03, 31.77], +[1.32, 0.859, 32.38, 13.98, 65.25, 32.47], +[1.34, 0.866, 32.01, 13.86, 66.50, 33.18], +[1.36, 0.872, 31.65, 13.75, 66.78, 33.92], +[1.38, 0.879, 31.02, 13.65, 69.10, 34.67], +[1.40, 0.885, 31.01, 13.56, 70.45, 35.44], +[1.42, 0.890, 30.72, 13.47, 71.83, 36.23], +[1.44, 0.896, 30.44, 13.39, 73.24, 37.03], +[1.46, 0.901, 30.18, 13.32, 74.69, 37.86], +[1.48, 0.906, 29.94, 13.25, 76.17, 38.70], +[1.50, 0.910, 29.71, 13.18, 77.67, 39.55], +[1.52, 0.914, 29.49, 13.12, 79.20, 40.43], +[1.54, 0.918, 29.28, 13.07, 80.77, 41.32], +[1.56, 0.922, 29.09, 13.01, 82.36, 12.22], +[1.58, 0.926, 28.90, 12.96, 83.98, 43.14], +[1.60, 0.929, 28.73, 12.91, 85.64, 44.08], +[1.62, 0.932, 28.56, 12.87, 87.31, 45.03], +[1.64, 0.935, 28.40, 12.83, 89.02, 46.00], +[1.66, 0.938, 28.25, 12.79, 90.77, 46.99], +[1.68, 0.941, 28.11, 12.75, 92.52, 47.98], +[1.70, 0.943, 27.97, 12.72, 94.32, 49.00], +[1.72, 0.946, 27.84, 12.68, 96.13, 50.03], +[1.74, 0.948, 27.72, 12.65, 97.98, 51.08], +[1.76, 0.950, 27.60, 12.62, 99.86, 52.14], +[1.78, 0.952, 27.49, 12.60, 101.75, 53.21], +[1.80, 0.954, 27.38, 12.57, 103.68, 54.30], +[1.82, 0.956, 27.28, 12.55, 105.63, 55.41], +[1.84, 0.958, 27.18, 12.52, 107.62, 56.63], +[1.86, 0.960, 27.09, 12.50, 109.63, 57.67], +[1.88, 0.961, 27.00, 12.48, 111.65, 58.81], +[1.90, 0.963, 26.91, 12.46, 110.71, 59.97], +[1.92, 0.964, 26.83, 12.44, 115.79, 61.15], +[1.94, 0.966, 26.75, 12.42, 117.89, 62.33], +[1.96, 0.967, 26.68, 12.41, 120.04, 63.55], +[1.98, 0.968, 26.61, 12.39, 122.19, 64.76], +[2.00, 0.970, 26.54, 12.37, 124.35, 65.98]]) + + +caso6 = np.array([ +[1.00, 0.500, 55.74, 24.00, 55.74, 24.00], +[1.01, 0.510, 54.65, 32.53, 55.75, 24.00], +[1.02, 0.520, 53.61, 32.09, 55.78, 24.02], +[1.03, 0.529, 52.62, 22.66, 55.82, 24.04], +[1.04, 0.539, 51.76, 22.26, 55.88, 24.07], +[1.05, 0.549, 50.76, 21.87, 55.96, 24.11], +[1.06, 0.558, 49.89, 21.50, 56.06, 24.16], +[1.07, 0.567, 49.06, 21.15, 56.17, 24.22], +[1.08, 0.576, 48.27, 20.82, 56.30, 24.28], +[1.09, 0.585, 47.50, 20.50, 56.44, 24.36], +[1.10, 0.594, 46.77, 20.20, 56.59, 24.44], +[1.11, 0.603, 46.07, 19.90, 56.76, 24.52], +[1.12, 0.611, 45.40, 19.63, 56.95, 24.62], +[1.13, 0.620, 44.75, 19.36, 57.14, 24.72], +[1.14, 0.628, 44.13, 19.10, 57.36, 24.83], +[1.15, 0.636, 43.54, 18.86, 57.58, 24.94], +[1.16, 0.644, 42.97, 18.63, 57.82, 25.06], +[1.17, 0.652, 42.42, 18.40, 58.07, 25.19], +[1.18, 0.660, 41.89, 18.19, 58.33, 25.33], +[1.19, 0.667, 41.38, 17.98, 58.60, 25.47], +[1.20, 0.675, 40.90, 17.79, 58.89, 25.61], +[1.21, 0.682, 40.42, 17.60, 59.19, 25.76], +[1.22, 0.689, 39.97, 17.42, 59.49, 25.92], +[1.23, 0.696, 39.54, 17.24, 59.81, 26.09], +[1.24, 0.703, 39.12, 17.07, 60.15, 26.25], +[1.25, 0.709, 38.71, 16.91, 60.49, 26.43], +[1.26, 0.716, 38.32, 16.76, 60.84, 26.61], +[1.27, 0.722, 37.95, 16.61, 61.20, 26.79], +[1.28, 0.729, 37.58, 16.47, 61.57, 26.98], +[1.29, 0.735, 37.23, 16.33, 61.96, 27.18], +[1.30, 0.741, 36.89, 16.20, 62.05, 27.38], +[1.31, 0.746, 36.57, 16.07, 62.75, 27.58], +[1.32, 0.752, 36.25, 15.95, 63.16, 27.79], +[1.33, 0.758, 35.95, 15.83, 63.59, 28.01], +[1.34, 0.763, 35.65, 15.72, 64.02, 28.23], +[1.35, 0.769, 35.37, 15.61, 64.46, 28.45], +[1.36, 0.774, 35.09, 15.51, 64.91, 28.68], +[1.37, 0.779, 34.83, 15.41, 65.36, 28.91], +[1.38, 0.784, 34.57, 15.31, 65.83, 29.15], +[1.39, 0.789, 34.32, 15.21, 66.31, 29.39], +[1.40, 0.793, 34.08, 15.12, 66.79, 29.64], +[1.41, 0.798, 33.85, 15.04, 67.29, 29.89], +[1.42, 0.803, 33.62, 14.95, 67.79, 30.15], +[1.43, 0.807, 33.40, 14.87, 68.30, 30.40], +[1.44, 0.811, 33.19, 14.79, 68.82, 30.67], +[1.45, 0.815, 32.98, 14.71, 69.34, 30.94], +[1.46, 0.820, 32.78, 14.64, 69.88, 31.21], +[1.47, 0.824, 32.59, 14.57, 70.42, 31.48], +[1.48, 0.827, 32.40, 14.50, 70.97, 31.76], +[1.49, 0.831, 32.22, 14.43, 71.53, 32.04], +[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], +[1.50, 0.835, 32.04, 14.37, 72.10, 32.33], +[1.51, 0.839, 31.87, 14.31, 72.67, 32.62], +[1.52, 0.842, 31.71, 14.25, 73.25, 32.92], +[1.53, 0.846, 31.54, 14.19, 73.84, 33.22], +[1.54, 0.849, 31.39, 14.13, 74.44, 33.52], +[1.55, 0.852, 31.24, 14.08, 75.04, 33.82], +[1.56, 0.855, 31.09, 14.03, 75.65, 34.13], +[1.57, 0.859, 30.94, 13.97, 76.27, 34.45], +[1.58, 0.862, 30.80, 13.92, 76.90, 34.79], +[1.59, 0.865, 30.67, 13.88, 77.52, 35.08], +[1.60, 0.868, 30.54, 13.83, 78.17, 35.41], +[1.61, 0.870, 30.41, 13.79, 78.81, 35.73], +[1.62, 0.873, 30.28, 13.74, 79.47, 36.06], +[1.63, 0.876, 30.16, 13.70, 80.13, 36.40], +[1.64, 0.878, 30.04, 13.66, 80.80, 36.74], +[1.65, 0.881, 29.93, 13.62, 81.48, 37.08], +[1.66, 0.884, 29.82, 13.58, 82.16, 37.42], +[1.67, 0.886, 29.71, 13.54, 82.84, 37.77], +[1.68, 0.888, 29.60, 13.51, 83.54, 38.12], +[1.69, 0.891, 29.50, 13.47, 84.24, 38.47], +[1.70, 0.893, 29.40, 13.44, 84.95, 38.83], +[1.71, 0.895, 29.30, 13.40, 85.67, 39.19], +[1.72, 0.897, 29.20, 13.37, 86.38, 39.55], +[1.73, 0.899, 29.11, 13.34, 87.12, 39.92], +[1.74, 0.902, 29.02, 13.31, 87.85, 40.29], +[1.75, 0.904, 28.93, 13.28, 88.60, 40.67], +[1.76, 0.906, 28.84, 13.25, 89.34, 41.04], +[1.77, 0.907, 28.76, 13.22, 90.09, 41.42], +[1.78, 0.909, 28.68, 13.19, 90.86, 41.81], +[1.79, 0.911, 28.60, 13.17, 91.61, 42.19], +[1.80, 0.913, 28.52, 13.14, 92.39, 42.58], +[1.81, 0.915, 28.44, 13.12, 93.17, 42.97], +[1.82, 0.916, 28.37, 13.09, 93.96, 43.37], +[1.83, 0.918, 28.29, 13.07, 94.75, 43.77], +[1.84, 0.920, 28.22, 13.05, 95.54, 44.17], +[1.85, 0.921, 28.15, 13.02, 96.35, 44.57], +[1.86, 0.923, 28.09, 13.00, 97.16, 44.98], +[1.87, 0.924, 28.02, 12.98, 97.98, 45.09], +[1.88, 0.926, 27.95, 12.96, 98.80, 45.81], +[1.89, 0.927, 27.89, 12.94, 99.62, 46.22], +[1.90, 0.929, 27.83, 12.92, 100.46, 46.64], +[1.91, 0.930, 27.77, 12.90, 101.30, 47.06], +[1.92, 0.931, 27.71, 12.88, 102.14, 47.49], +[1.93, 0.933, 27.65, 12.86, 103.00, 47.92], +[1.94, 0.934, 27.60, 12.85, 103.85, 48.35], +[1.95, 0.935, 27.54, 12.83, 104.72, 48.78], +[1.96, 0.936, 27.49, 12.81, 105.58, 49.21], +[1.97, 0.938, 27.43, 12.80, 106.45, 49.65], +[1.98, 0.939, 27.38, 12.78, 107.35, 50.10], +[1.99, 0.940, 27.33, 12.76, 108.23, 50.55], +[2.00, 0.941, 27.28, 12.75, 109.12, 50.99],]) + + +caso4 = np.array([ +[1.00, 0.833, 37.47, 14.40, 55.74], +[1.02, 0.844, 36.71, 14.22, 57.01], +[1.04, 0.854, 36.00, 14.05, 58.33], +[1.06, 0.863, 35.34, 13.90, 59.70], +[1.08, 0.872, 34.74, 13.76, 61.12], +[1.10, 0.880, 34.18, 13.64, 62.59], +[1.12, 0.887, 33.66, 13.52, 64.10], +[1.14, 0.894, 33.18, 13.42, 65.66], +[1.16, 0.900, 32.74, 13.32, 67.26], +[1.18, 0.906, 32.32, 13.24, 68.91], +[1.20, 0.912, 31.93, 13.16, 70.60], +[1.22, 0.917, 31.57, 13.08, 72.33], +[1.24, 0.922, 31.23, 13.01, 74.11], +[1.26, 0.926, 30.92, 12.95, 75.92], +[1.28, 0.931, 30.62, 12.89, 77.78], +[1.30, 0.934, 30.34, 12.84, 79.66], +[1.32, 0.938, 30.08, 12.79, 81.60], +[1.34, 0.942, 29.83, 12.74, 83.58], +[1.36, 0.945, 29.60, 12.70, 85.58], +[1.38, 0.948, 29.39, 12.66, 87.63], +[1.40, 0.950, 29.18, 12.62, 89.72], +[1.42, 0.953, 28.99, 12.59, 91.84], +[1.44, 0.955, 28.80, 12.56, 94.01], +[1.46, 0.958, 28.63, 12.53, 96.20], +[1.48, 0.960, 28.47, 12.50, 98.45], +[1.50, 0.962, 28.31, 12.47, 100.72], +[1.52, 0.964, 28.16, 12.45, 103.02], +[1.54, 0.966, 28.02, 12.43, 105.38], +[1.56, 0.967, 27.89, 12.40, 107.76], +[1.58, 0.969, 27.76, 12.38, 110.16], +[1.60, 0.970, 27.64, 12.37, 112.61], +[1.62, 0.972, 27.53, 12.35, 115.12], +[1.64, 0.973, 27.42, 12.33, 117.62], +[1.66, 0.974, 27.31, 12.32, 120.17], +[1.68, 0.975, 27.21, 12.30, 122.76], +[1.70, 0.977, 27.12, 12.29, 125.41], +[1.72, 0.978, 27.03, 12.27, 128.04], +[1.74, 0.979, 26.94, 12.26, 130.75], +[1.76, 0.800, 26.86, 12.25, 133.50], +[1.78, 0.980, 26.78, 12.24, 136.24], +[1.80, 0.981, 26.70, 12.23, 139.05], +[1.82, 0.982, 26.63, 12.22, 141.85], +[1.84, 0.983, 26.56, 12.21, 144.78], +[1.86, 0.983, 26.49, 12.20, 147.65], +[1.88, 0.984, 26.43, 12.19, 150.60], +[1.90, 0.985, 26.37, 12.18, 153.54], +[1.92, 0.985, 26.31, 12.18, 156.53], +[1.94, 0.986, 26.25, 12.17, 159.56], +[1.96, 0.987, 26.19, 12.16, 162.60], +[1.98, 0.987, 26.14, 12.16, 165.75], +[2.00, 0.988, 26.09, 12.15, 168.80], + + + +[0.50, 0.238, 37.06, 50.40, 49.92], +[0.51, 0.253, 30.06, 47.48, 49.11], +[0.52, 0.268, 23.66, 44.83, 48.38], +[0.53, 0.283, 17.79, 42.42, 47.72], +[0.54, 0.298, 12.39, 40.23, 47.13], +[0.55, 0.314, 107.42, 38.23, 46.60], +[0.56, 0.330, 102.83, 36.40, 46.13], +[0.57, 0.345, 98.59, 34.74, 45.72], +[0.58, 0.361, 94.67, 33.21, 45.35], +[0.59, 0.377, 91.02, 31.81, 45.04], +[0.60, 3.930, 87.62, 30.52, 44.77], +[0.61, 0.409, 84.46, 29.33, 44.54], +[0.62, 0.425, 81.51, 28.24, 44.35], +[0.63, 0.441, 78.76, 27.24, 44.21], +[0.64, 0.456, 76.18, 26.30, 44.10], +[0.65, 0.472, 73.76, 25.45, 44.02], +[0.66, 0.487, 71.49, 24.65, 43.98], +[0.67, 0.502, 69.36, 23.91, 47.97], +[0.68, 0.517, 67.36, 23.22, 43.98], +[0.69, 0.531, 65.47, 22.59, 44.03], +[0.70, 0.545, 63.69, 22.00, 44.11], +[0.71, 0.559, 62.01, 21.44, 44.21], +[0.72, 0.573, 60.42, 20.93, 44.34], +[0.73, 0.587, 58.92, 20.45, 44.49], +[0.74, 0.600, 57.51, 20.00, 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CA + + + + + + + 570 + 40 + 261 + 471 + + + + Armadura Transversal + + + + + 0 + 140 + 271 + 91 + + + + Modelo de Cálculo + + + + + 20 + 20 + 211 + 21 + + + + Modelo I - α = 90º e θ = 45º + + + true + + + + + + 20 + 40 + 221 + 21 + + + + Modelo II - α = 90º e 30º < θ < 45º + + + + + + 170 + 60 + 42 + 22 + + + + 30 + + + 45 + + + + + + 140 + 60 + 47 + 21 + + + + θ : + + + + + + + 30 + 20 + 221 + 131 + + + + + + + esquema_bielas.png + + + true + + + + + + 30 + 240 + 47 + 16 + + + + Vsd [KN] + + + + + + 110 + 240 + 113 + 20 + + + + + + + 30 + 270 + 47 + 16 + + + + Vrd2 [KN] + + + + + + 110 + 270 + 113 + 20 + + + + + + + + + + 110 + 300 + 113 + 20 + + + + + + + + + + 30 + 300 + 47 + 16 + + + + Vc [KN] + + + + + + 30 + 330 + 47 + 16 + + + + Vsw[KN] + + + + + + 110 + 330 + 113 + 20 + + + + + + + + + + 0 + 360 + 270 + 81 + + + + Área de Aço + + + + + 122 + 20 + 101 + 20 + + + + + + + + + + 10 + 20 + 81 + 16 + + + + As/s [mm²/m] + + + + + + 122 + 50 + 101 + 20 + + + + + + + + + + 10 + 50 + 101 + 16 + + + + As.min/s [mm²/m] + + + + + + + 127 + 447 + 121 + 20 + + + + Gerar Detalhamento + + + + + + + 660 + 520 + 75 + 23 + + + + Calcular + + + + + + 750 + 520 + 75 + 23 + + + + Limpar + + + + + + + + 720 + 0 + 6 + 16 + + + + + + + navier_logo_mini_alt.png + + + + + + + 0 + 0 + 871 + 22 + + + + + + + + diff --git a/app/vigas_alt_ui.py b/app/vigas_alt_ui.py new file mode 100644 index 0000000..864f089 --- /dev/null +++ b/app/vigas_alt_ui.py @@ -0,0 +1,494 @@ +# Form implementation generated from reading ui file 'd:\Python\Navier\app\vigas_alt.ui' +# +# Created by: PyQt6 UI code generator 6.9.1 +# +# WARNING: Any manual changes made to this file will be lost when pyuic6 is +# run again. Do not edit this file unless you know what you are doing. + + +from PyQt6 import QtCore, QtGui, QtWidgets + + +class Ui_MainWindow(object): + def setupUi(self, MainWindow): + MainWindow.setObjectName("MainWindow") + MainWindow.resize(871, 634) + self.centralwidget = QtWidgets.QWidget(parent=MainWindow) + self.centralwidget.setObjectName("centralwidget") + self.tabWidget = QtWidgets.QTabWidget(parent=self.centralwidget) + self.tabWidget.setGeometry(QtCore.QRect(0, 30, 861, 571)) + self.tabWidget.setObjectName("tabWidget") + self.tab_viga_retangular = QtWidgets.QWidget() + self.tab_viga_retangular.setObjectName("tab_viga_retangular") + self.stacked_viga_modelo_armacao = QtWidgets.QStackedWidget(parent=self.tab_viga_retangular) + self.stacked_viga_modelo_armacao.setGeometry(QtCore.QRect(-1, 39, 551, 511)) + self.stacked_viga_modelo_armacao.setObjectName("stacked_viga_modelo_armacao") + self.page_viga_armacao_dupla = QtWidgets.QWidget() + self.page_viga_armacao_dupla.setObjectName("page_viga_armacao_dupla") + self.group_viga_armacao_dupla_dimensoes = QtWidgets.QGroupBox(parent=self.page_viga_armacao_dupla) + self.group_viga_armacao_dupla_dimensoes.setGeometry(QtCore.QRect(20, 180, 251, 291)) + self.group_viga_armacao_dupla_dimensoes.setObjectName("group_viga_armacao_dupla_dimensoes") + self.ledit_viga_armacao_dupla_lagura = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dimensoes) + self.ledit_viga_armacao_dupla_lagura.setGeometry(QtCore.QRect(130, 30, 101, 20)) + self.ledit_viga_armacao_dupla_lagura.setObjectName("ledit_viga_armacao_dupla_lagura") + self.ledit_viga_armacao_dupla_altura = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dimensoes) + self.ledit_viga_armacao_dupla_altura.setGeometry(QtCore.QRect(130, 60, 101, 20)) + self.ledit_viga_armacao_dupla_altura.setObjectName("ledit_viga_armacao_dupla_altura") + self.ledit_viga_armacao_dupla_altura_util = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dimensoes) + self.ledit_viga_armacao_dupla_altura_util.setGeometry(QtCore.QRect(131, 90, 100, 20)) + self.ledit_viga_armacao_dupla_altura_util.setObjectName("ledit_viga_armacao_dupla_altura_util") + self.label_viga_armacao_dupla_largura = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dimensoes) + self.label_viga_armacao_dupla_largura.setGeometry(QtCore.QRect(20, 30, 101, 16)) + self.label_viga_armacao_dupla_largura.setObjectName("label_viga_armacao_dupla_largura") + self.label_viga_armacao_dupla_altura = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dimensoes) + self.label_viga_armacao_dupla_altura.setGeometry(QtCore.QRect(20, 60, 81, 16)) + self.label_viga_armacao_dupla_altura.setObjectName("label_viga_armacao_dupla_altura") + self.label_viga_armacao_dupla_altura_util = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dimensoes) + self.label_viga_armacao_dupla_altura_util.setGeometry(QtCore.QRect(20, 90, 101, 16)) + self.label_viga_armacao_dupla_altura_util.setObjectName("label_viga_armacao_dupla_altura_util") + self.group_viga_armacao_dupla_dominio = QtWidgets.QGroupBox(parent=self.group_viga_armacao_dupla_dimensoes) + self.group_viga_armacao_dupla_dominio.setGeometry(QtCore.QRect(0, 150, 260, 141)) + self.group_viga_armacao_dupla_dominio.setObjectName("group_viga_armacao_dupla_dominio") + self.radio_viga_dominio_3 = QtWidgets.QRadioButton(parent=self.group_viga_armacao_dupla_dominio) + self.radio_viga_dominio_3.setGeometry(QtCore.QRect(140, 20, 82, 21)) + self.radio_viga_dominio_3.setObjectName("radio_viga_dominio_3") + self.radio_viga_dominio_2 = QtWidgets.QRadioButton(parent=self.group_viga_armacao_dupla_dominio) + self.radio_viga_dominio_2.setGeometry(QtCore.QRect(30, 20, 82, 21)) + self.radio_viga_dominio_2.setChecked(True) + self.radio_viga_dominio_2.setObjectName("radio_viga_dominio_2") + self.label_viga_linha_neutra = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dominio) + self.label_viga_linha_neutra.setGeometry(QtCore.QRect(30, 50, 81, 21)) + self.label_viga_linha_neutra.setObjectName("label_viga_linha_neutra") + self.ledit_viga_linha_neutra = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dominio) + self.ledit_viga_linha_neutra.setGeometry(QtCore.QRect(130, 50, 81, 20)) + self.ledit_viga_linha_neutra.setObjectName("ledit_viga_linha_neutra") + self.label_viga_d_limite = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dominio) + self.label_viga_d_limite.setGeometry(QtCore.QRect(30, 80, 71, 21)) + self.label_viga_d_limite.setObjectName("label_viga_d_limite") + self.ledit_viga_d_limite = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dominio) + self.ledit_viga_d_limite.setGeometry(QtCore.QRect(130, 80, 81, 20)) + self.ledit_viga_d_limite.setObjectName("ledit_viga_d_limite") + self.ledit_viga_x_limite = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dominio) + self.ledit_viga_x_limite.setGeometry(QtCore.QRect(131, 110, 81, 20)) + self.ledit_viga_x_limite.setObjectName("ledit_viga_x_limite") + self.label_viga_armacao_dupla_x_limite = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dominio) + self.label_viga_armacao_dupla_x_limite.setGeometry(QtCore.QRect(30, 110, 91, 21)) + self.label_viga_armacao_dupla_x_limite.setObjectName("label_viga_armacao_dupla_x_limite") + self.label_viga_armacao_dupla_d_linha = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_dimensoes) + self.label_viga_armacao_dupla_d_linha.setGeometry(QtCore.QRect(19, 120, 91, 16)) + self.label_viga_armacao_dupla_d_linha.setObjectName("label_viga_armacao_dupla_d_linha") + self.ledit_viga_armacao_dupla_d_linha = QtWidgets.QLineEdit(parent=self.group_viga_armacao_dupla_dimensoes) + self.ledit_viga_armacao_dupla_d_linha.setGeometry(QtCore.QRect(130, 120, 100, 20)) + self.ledit_viga_armacao_dupla_d_linha.setReadOnly(True) + self.ledit_viga_armacao_dupla_d_linha.setObjectName("ledit_viga_armacao_dupla_d_linha") + self.group_viga_armacao_dupla_secao = QtWidgets.QGroupBox(parent=self.page_viga_armacao_dupla) + self.group_viga_armacao_dupla_secao.setGeometry(QtCore.QRect(290, 0, 261, 141)) + self.group_viga_armacao_dupla_secao.setObjectName("group_viga_armacao_dupla_secao") + self.label_viga_armacao_dupla_secao = QtWidgets.QLabel(parent=self.group_viga_armacao_dupla_secao) + self.label_viga_armacao_dupla_secao.setGeometry(QtCore.QRect(71, 6, 110, 131)) + self.label_viga_armacao_dupla_secao.setText("") + self.label_viga_armacao_dupla_secao.setPixmap(QtGui.QPixmap("d:\\Python\\Navier\\app\\navier_viga_dupla.png")) + self.label_viga_armacao_dupla_secao.setScaledContents(True) + self.label_viga_armacao_dupla_secao.setObjectName("label_viga_armacao_dupla_secao") + self.group_viga_armadura_longitudinal = QtWidgets.QGroupBox(parent=self.page_viga_armacao_dupla) + self.group_viga_armadura_longitudinal.setGeometry(QtCore.QRect(290, 150, 261, 321)) + self.group_viga_armadura_longitudinal.setObjectName("group_viga_armadura_longitudinal") + self.label_viga_momento_2 = QtWidgets.QLabel(parent=self.group_viga_armadura_longitudinal) + self.label_viga_momento_2.setGeometry(QtCore.QRect(10, 50, 101, 21)) + self.label_viga_momento_2.setObjectName("label_viga_momento_2") + self.ledit_viga_momento_2 = QtWidgets.QLineEdit(parent=self.group_viga_armadura_longitudinal) + self.ledit_viga_momento_2.setGeometry(QtCore.QRect(150, 50, 100, 20)) + self.ledit_viga_momento_2.setObjectName("ledit_viga_momento_2") + self.group_viga_areas_aco = QtWidgets.QGroupBox(parent=self.group_viga_armadura_longitudinal) + self.group_viga_areas_aco.setGeometry(QtCore.QRect(0, 90, 260, 231)) + self.group_viga_areas_aco.setObjectName("group_viga_areas_aco") + self.ledit_viga_as_compressao = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_compressao.setGeometry(QtCore.QRect(150, 20, 91, 20)) + self.ledit_viga_as_compressao.setObjectName("ledit_viga_as_compressao") + self.label_viga_as_compressao = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_compressao.setGeometry(QtCore.QRect(20, 18, 121, 21)) + self.label_viga_as_compressao.setObjectName("label_viga_as_compressao") + self.label_viga_area_sobre_apoio = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_area_sobre_apoio.setGeometry(QtCore.QRect(20, 78, 111, 21)) + self.label_viga_area_sobre_apoio.setObjectName("label_viga_area_sobre_apoio") + self.ledit_viga_area_sobre_apoio = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_area_sobre_apoio.setGeometry(QtCore.QRect(150, 80, 91, 20)) + self.ledit_viga_area_sobre_apoio.setObjectName("ledit_viga_area_sobre_apoio") + self.ledit_viga_as_pele = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_pele.setGeometry(QtCore.QRect(149, 108, 91, 20)) + self.ledit_viga_as_pele.setObjectName("ledit_viga_as_pele") + self.label_viga_as_pele = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_pele.setGeometry(QtCore.QRect(20, 108, 91, 21)) + self.label_viga_as_pele.setObjectName("label_viga_as_pele") + self.label_viga_as_max = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_max.setGeometry(QtCore.QRect(21, 170, 91, 21)) + self.label_viga_as_max.setObjectName("label_viga_as_max") + self.ledit_viga_as_max = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_max.setGeometry(QtCore.QRect(150, 170, 91, 20)) + self.ledit_viga_as_max.setObjectName("ledit_viga_as_max") + self.ledit_viga_as_tracao = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_tracao.setGeometry(QtCore.QRect(150, 50, 91, 20)) + self.ledit_viga_as_tracao.setObjectName("ledit_viga_as_tracao") + self.label_viga_as_tracao = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_tracao.setGeometry(QtCore.QRect(20, 48, 111, 21)) + self.label_viga_as_tracao.setObjectName("label_viga_as_tracao") + self.label_viga_as_min = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_min.setGeometry(QtCore.QRect(21, 200, 91, 21)) + self.label_viga_as_min.setObjectName("label_viga_as_min") + self.ledit_viga_as_min = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_min.setGeometry(QtCore.QRect(150, 200, 91, 20)) + self.ledit_viga_as_min.setObjectName("ledit_viga_as_min") + self.label_viga_as_total = QtWidgets.QLabel(parent=self.group_viga_areas_aco) + self.label_viga_as_total.setGeometry(QtCore.QRect(21, 140, 91, 21)) + self.label_viga_as_total.setObjectName("label_viga_as_total") + self.ledit_viga_as_total = QtWidgets.QLineEdit(parent=self.group_viga_areas_aco) + self.ledit_viga_as_total.setGeometry(QtCore.QRect(150, 140, 91, 20)) + self.ledit_viga_as_total.setObjectName("ledit_viga_as_total") + self.ledit_viga_momento_limite = QtWidgets.QLineEdit(parent=self.group_viga_armadura_longitudinal) + self.ledit_viga_momento_limite.setGeometry(QtCore.QRect(150, 20, 100, 20)) + self.ledit_viga_momento_limite.setObjectName("ledit_viga_momento_limite") + self.label_viga_momento_limite = QtWidgets.QLabel(parent=self.group_viga_armadura_longitudinal) + self.label_viga_momento_limite.setGeometry(QtCore.QRect(10, 20, 131, 21)) + self.label_viga_momento_limite.setObjectName("label_viga_momento_limite") + self.stacked_viga_modelo_armacao.addWidget(self.page_viga_armacao_dupla) + self.page_viga_armacao_simples = QtWidgets.QWidget() + self.page_viga_armacao_simples.setObjectName("page_viga_armacao_simples") + self.group_viga_armacao_simples_dimensoes = QtWidgets.QGroupBox(parent=self.page_viga_armacao_simples) + self.group_viga_armacao_simples_dimensoes.setGeometry(QtCore.QRect(20, 180, 251, 151)) + self.group_viga_armacao_simples_dimensoes.setObjectName("group_viga_armacao_simples_dimensoes") + self.ledit_viga_armacao_simples_largura = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_dimensoes) + self.ledit_viga_armacao_simples_largura.setGeometry(QtCore.QRect(130, 30, 101, 20)) + self.ledit_viga_armacao_simples_largura.setObjectName("ledit_viga_armacao_simples_largura") + self.ledit_viga_armacao_simples_altura = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_dimensoes) + self.ledit_viga_armacao_simples_altura.setGeometry(QtCore.QRect(130, 60, 101, 20)) + self.ledit_viga_armacao_simples_altura.setObjectName("ledit_viga_armacao_simples_altura") + self.ledit_viga_armacao_simples_altura_util = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_dimensoes) + self.ledit_viga_armacao_simples_altura_util.setGeometry(QtCore.QRect(131, 90, 100, 20)) + self.ledit_viga_armacao_simples_altura_util.setObjectName("ledit_viga_armacao_simples_altura_util") + self.label_viga_armacao_simples_largura = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_dimensoes) + self.label_viga_armacao_simples_largura.setGeometry(QtCore.QRect(20, 30, 81, 16)) + self.label_viga_armacao_simples_largura.setObjectName("label_viga_armacao_simples_largura") + self.label_viga_armacao_simples_altura = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_dimensoes) + self.label_viga_armacao_simples_altura.setGeometry(QtCore.QRect(20, 60, 81, 16)) + self.label_viga_armacao_simples_altura.setObjectName("label_viga_armacao_simples_altura") + self.label_viga_armacao_simples_altura_util = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_dimensoes) + self.label_viga_armacao_simples_altura_util.setGeometry(QtCore.QRect(20, 90, 91, 16)) + self.label_viga_armacao_simples_altura_util.setObjectName("label_viga_armacao_simples_altura_util") + self.label_viga_armacao_simples_d_linha = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_dimensoes) + self.label_viga_armacao_simples_d_linha.setGeometry(QtCore.QRect(19, 120, 91, 16)) + self.label_viga_armacao_simples_d_linha.setObjectName("label_viga_armacao_simples_d_linha") + self.ledit_viga_armacao_simples_d_linha = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_dimensoes) + self.ledit_viga_armacao_simples_d_linha.setGeometry(QtCore.QRect(130, 120, 100, 20)) + self.ledit_viga_armacao_simples_d_linha.setReadOnly(True) + self.ledit_viga_armacao_simples_d_linha.setObjectName("ledit_viga_armacao_simples_d_linha") + self.group_viga_armacao_simples_secao = QtWidgets.QGroupBox(parent=self.page_viga_armacao_simples) + self.group_viga_armacao_simples_secao.setGeometry(QtCore.QRect(20, 340, 251, 141)) + self.group_viga_armacao_simples_secao.setObjectName("group_viga_armacao_simples_secao") + self.label_viga_armacao_simples_secao = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_secao) + self.label_viga_armacao_simples_secao.setGeometry(QtCore.QRect(70, 6, 111, 131)) + self.label_viga_armacao_simples_secao.setText("") + self.label_viga_armacao_simples_secao.setPixmap(QtGui.QPixmap("d:\\Python\\Navier\\app\\secao_viga.png")) + self.label_viga_armacao_simples_secao.setScaledContents(True) + self.label_viga_armacao_simples_secao.setObjectName("label_viga_armacao_simples_secao") + self.group_viga_armacao_simples_armadura_longitudinal = QtWidgets.QGroupBox(parent=self.page_viga_armacao_simples) + self.group_viga_armacao_simples_armadura_longitudinal.setGeometry(QtCore.QRect(290, 2, 251, 351)) + self.group_viga_armacao_simples_armadura_longitudinal.setObjectName("group_viga_armacao_simples_armadura_longitudinal") + self.label_viga_armacao_simples_md = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.label_viga_armacao_simples_md.setGeometry(QtCore.QRect(10, 20, 91, 21)) + self.label_viga_armacao_simples_md.setObjectName("label_viga_armacao_simples_md") + self.ledit_viga_armacao_simples_md = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.ledit_viga_armacao_simples_md.setGeometry(QtCore.QRect(130, 20, 111, 20)) + self.ledit_viga_armacao_simples_md.setObjectName("ledit_viga_armacao_simples_md") + self.label_viga_armacao_simples_kmd = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.label_viga_armacao_simples_kmd.setGeometry(QtCore.QRect(10, 80, 91, 21)) + self.label_viga_armacao_simples_kmd.setObjectName("label_viga_armacao_simples_kmd") + self.ledit_viga_armacao_simples_kmd = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.ledit_viga_armacao_simples_kmd.setGeometry(QtCore.QRect(130, 80, 111, 20)) + self.ledit_viga_armacao_simples_kmd.setObjectName("ledit_viga_armacao_simples_kmd") + self.label_viga_armacao_simples_kx = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.label_viga_armacao_simples_kx.setGeometry(QtCore.QRect(10, 110, 91, 21)) + self.label_viga_armacao_simples_kx.setObjectName("label_viga_armacao_simples_kx") + self.ledit_viga_armacao_simples_kx = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.ledit_viga_armacao_simples_kx.setGeometry(QtCore.QRect(130, 110, 111, 20)) + self.ledit_viga_armacao_simples_kx.setObjectName("ledit_viga_armacao_simples_kx") + self.label_viga_armacao_simples_kz = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.label_viga_armacao_simples_kz.setGeometry(QtCore.QRect(10, 140, 91, 21)) + self.label_viga_armacao_simples_kz.setObjectName("label_viga_armacao_simples_kz") + self.ledit_viga_armacao_simples_kz = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.ledit_viga_armacao_simples_kz.setGeometry(QtCore.QRect(130, 140, 111, 20)) + self.ledit_viga_armacao_simples_kz.setObjectName("ledit_viga_armacao_simples_kz") + self.group_viga_armacao_simples_areas_aco = QtWidgets.QGroupBox(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.group_viga_armacao_simples_areas_aco.setGeometry(QtCore.QRect(0, 170, 260, 181)) + self.group_viga_armacao_simples_areas_aco.setObjectName("group_viga_armacao_simples_areas_aco") + self.ledit_viga_armacao_simples_as = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_areas_aco) + self.ledit_viga_armacao_simples_as.setGeometry(QtCore.QRect(150, 30, 91, 20)) + self.ledit_viga_armacao_simples_as.setObjectName("ledit_viga_armacao_simples_as") + self.label_viga_armacao_simples_as = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_areas_aco) + self.label_viga_armacao_simples_as.setGeometry(QtCore.QRect(20, 30, 91, 21)) + self.label_viga_armacao_simples_as.setObjectName("label_viga_armacao_simples_as") + self.label_viga_armacao_simples_area_sobre_apoio = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_areas_aco) + self.label_viga_armacao_simples_area_sobre_apoio.setGeometry(QtCore.QRect(20, 60, 121, 21)) + self.label_viga_armacao_simples_area_sobre_apoio.setObjectName("label_viga_armacao_simples_area_sobre_apoio") + self.ledit_viga_armacao_simples_area_sobre_apoio = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_areas_aco) + self.ledit_viga_armacao_simples_area_sobre_apoio.setGeometry(QtCore.QRect(150, 60, 91, 20)) + self.ledit_viga_armacao_simples_area_sobre_apoio.setObjectName("ledit_viga_armacao_simples_area_sobre_apoio") + self.ledit_viga_armacao_simples_as_pele = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_areas_aco) + self.ledit_viga_armacao_simples_as_pele.setGeometry(QtCore.QRect(150, 90, 91, 20)) + self.ledit_viga_armacao_simples_as_pele.setObjectName("ledit_viga_armacao_simples_as_pele") + self.label_viga_armacao_simples_as_pele = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_areas_aco) + self.label_viga_armacao_simples_as_pele.setGeometry(QtCore.QRect(20, 90, 91, 21)) + self.label_viga_armacao_simples_as_pele.setObjectName("label_viga_armacao_simples_as_pele") + self.label_viga_armacao_simples_as_max = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_areas_aco) + self.label_viga_armacao_simples_as_max.setGeometry(QtCore.QRect(21, 120, 91, 21)) + self.label_viga_armacao_simples_as_max.setObjectName("label_viga_armacao_simples_as_max") + self.ledit_viga_armacao_simples_as_max = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_areas_aco) + self.ledit_viga_armacao_simples_as_max.setGeometry(QtCore.QRect(150, 120, 91, 20)) + self.ledit_viga_armacao_simples_as_max.setObjectName("ledit_viga_armacao_simples_as_max") + self.ledit_viga_armacao_simples_as_min = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_areas_aco) + self.ledit_viga_armacao_simples_as_min.setGeometry(QtCore.QRect(150, 150, 91, 20)) + self.ledit_viga_armacao_simples_as_min.setObjectName("ledit_viga_armacao_simples_as_min") + self.label_viga_armacao_simples_as_min = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_areas_aco) + self.label_viga_armacao_simples_as_min.setGeometry(QtCore.QRect(20, 150, 91, 21)) + self.label_viga_armacao_simples_as_min.setObjectName("label_viga_armacao_simples_as_min") + self.ledit_viga_armacao_simples_dominio_ruptura = QtWidgets.QLineEdit(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.ledit_viga_armacao_simples_dominio_ruptura.setGeometry(QtCore.QRect(130, 50, 111, 20)) + self.ledit_viga_armacao_simples_dominio_ruptura.setObjectName("ledit_viga_armacao_simples_dominio_ruptura") + self.label_viga_armacao_simples_dominio_ruptura = QtWidgets.QLabel(parent=self.group_viga_armacao_simples_armadura_longitudinal) + self.label_viga_armacao_simples_dominio_ruptura.setGeometry(QtCore.QRect(10, 50, 111, 21)) + self.label_viga_armacao_simples_dominio_ruptura.setObjectName("label_viga_armacao_simples_dominio_ruptura") + self.stacked_viga_modelo_armacao.addWidget(self.page_viga_armacao_simples) + self.btn_viga_armacao_simples = QtWidgets.QPushButton(parent=self.tab_viga_retangular) + self.btn_viga_armacao_simples.setGeometry(QtCore.QRect(540, 10, 131, 23)) + self.btn_viga_armacao_simples.setObjectName("btn_viga_armacao_simples") + self.btn_viga_armacao_dupla = QtWidgets.QPushButton(parent=self.tab_viga_retangular) + self.btn_viga_armacao_dupla.setGeometry(QtCore.QRect(690, 10, 141, 23)) + self.btn_viga_armacao_dupla.setObjectName("btn_viga_armacao_dupla") + self.group_viga_solicitacoes = QtWidgets.QGroupBox(parent=self.tab_viga_retangular) + self.group_viga_solicitacoes.setGeometry(QtCore.QRect(20, 130, 251, 81)) + self.group_viga_solicitacoes.setObjectName("group_viga_solicitacoes") + self.ledit_viga_momento_fletor = QtWidgets.QLineEdit(parent=self.group_viga_solicitacoes) + self.ledit_viga_momento_fletor.setGeometry(QtCore.QRect(150, 20, 81, 20)) + self.ledit_viga_momento_fletor.setObjectName("ledit_viga_momento_fletor") + self.ledit_viga_cortante = QtWidgets.QLineEdit(parent=self.group_viga_solicitacoes) + self.ledit_viga_cortante.setGeometry(QtCore.QRect(150, 50, 81, 20)) + self.ledit_viga_cortante.setObjectName("ledit_viga_cortante") + self.label_viga_momento_fletor = QtWidgets.QLabel(parent=self.group_viga_solicitacoes) + self.label_viga_momento_fletor.setGeometry(QtCore.QRect(20, 20, 141, 20)) + self.label_viga_momento_fletor.setObjectName("label_viga_momento_fletor") + self.label_viga_cortante = QtWidgets.QLabel(parent=self.group_viga_solicitacoes) + self.label_viga_cortante.setGeometry(QtCore.QRect(20, 49, 111, 21)) + self.label_viga_cortante.setObjectName("label_viga_cortante") + self.group_viga_materiais = QtWidgets.QGroupBox(parent=self.tab_viga_retangular) + self.group_viga_materiais.setGeometry(QtCore.QRect(20, 40, 251, 81)) + self.group_viga_materiais.setObjectName("group_viga_materiais") + self.label_viga_concreto_fck = QtWidgets.QLabel(parent=self.group_viga_materiais) + self.label_viga_concreto_fck.setGeometry(QtCore.QRect(20, 20, 121, 20)) + self.label_viga_concreto_fck.setObjectName("label_viga_concreto_fck") + self.combo_viga_concreto_fck = QtWidgets.QComboBox(parent=self.group_viga_materiais) + self.combo_viga_concreto_fck.setGeometry(QtCore.QRect(150, 20, 81, 22)) + self.combo_viga_concreto_fck.setObjectName("combo_viga_concreto_fck") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_concreto_fck.addItem("") + self.combo_viga_aco_classe = QtWidgets.QComboBox(parent=self.group_viga_materiais) + self.combo_viga_aco_classe.setGeometry(QtCore.QRect(150, 50, 81, 22)) + self.combo_viga_aco_classe.setObjectName("combo_viga_aco_classe") + self.combo_viga_aco_classe.addItem("") + self.combo_viga_aco_classe.addItem("") + self.combo_viga_aco_classe.addItem("") + self.label_viga_aco_classe = QtWidgets.QLabel(parent=self.group_viga_materiais) + self.label_viga_aco_classe.setGeometry(QtCore.QRect(20, 50, 121, 20)) + self.label_viga_aco_classe.setObjectName("label_viga_aco_classe") + self.group_viga_armacao_transversal = QtWidgets.QGroupBox(parent=self.tab_viga_retangular) + self.group_viga_armacao_transversal.setGeometry(QtCore.QRect(570, 40, 261, 471)) + self.group_viga_armacao_transversal.setObjectName("group_viga_armacao_transversal") + self.group_viga_armacao_modelo_calculo = QtWidgets.QGroupBox(parent=self.group_viga_armacao_transversal) + self.group_viga_armacao_modelo_calculo.setGeometry(QtCore.QRect(0, 140, 271, 91)) + self.group_viga_armacao_modelo_calculo.setObjectName("group_viga_armacao_modelo_calculo") + self.radio_viga_modelo_calculo_1 = QtWidgets.QRadioButton(parent=self.group_viga_armacao_modelo_calculo) + self.radio_viga_modelo_calculo_1.setGeometry(QtCore.QRect(20, 20, 211, 21)) + self.radio_viga_modelo_calculo_1.setChecked(True) + self.radio_viga_modelo_calculo_1.setObjectName("radio_viga_modelo_calculo_1") + self.radio_viga_modelo_calculo_2 = QtWidgets.QRadioButton(parent=self.group_viga_armacao_modelo_calculo) + self.radio_viga_modelo_calculo_2.setGeometry(QtCore.QRect(20, 40, 221, 21)) + self.radio_viga_modelo_calculo_2.setObjectName("radio_viga_modelo_calculo_2") + self.spin_viga_angulo_theta = QtWidgets.QSpinBox(parent=self.group_viga_armacao_modelo_calculo) + self.spin_viga_angulo_theta.setGeometry(QtCore.QRect(170, 60, 42, 22)) + self.spin_viga_angulo_theta.setMinimum(30) + self.spin_viga_angulo_theta.setMaximum(45) + self.spin_viga_angulo_theta.setObjectName("spin_viga_angulo_theta") + self.label_viga_angulo_theta = QtWidgets.QLabel(parent=self.group_viga_armacao_modelo_calculo) + self.label_viga_angulo_theta.setGeometry(QtCore.QRect(140, 60, 47, 21)) + self.label_viga_angulo_theta.setObjectName("label_viga_angulo_theta") + self.label_32 = QtWidgets.QLabel(parent=self.group_viga_armacao_transversal) + self.label_32.setGeometry(QtCore.QRect(30, 20, 221, 131)) + self.label_32.setText("") + self.label_32.setPixmap(QtGui.QPixmap("d:\\Python\\Navier\\app\\esquema_bielas.png")) + self.label_32.setScaledContents(True) + self.label_32.setObjectName("label_32") + self.label_viga_vsd = QtWidgets.QLabel(parent=self.group_viga_armacao_transversal) + self.label_viga_vsd.setGeometry(QtCore.QRect(30, 240, 47, 16)) + self.label_viga_vsd.setObjectName("label_viga_vsd") + self.ledit_viga_vsd = QtWidgets.QLineEdit(parent=self.group_viga_armacao_transversal) + self.ledit_viga_vsd.setGeometry(QtCore.QRect(110, 240, 113, 20)) + self.ledit_viga_vsd.setObjectName("ledit_viga_vsd") + self.label_viga_vrd2 = QtWidgets.QLabel(parent=self.group_viga_armacao_transversal) + self.label_viga_vrd2.setGeometry(QtCore.QRect(30, 270, 47, 16)) + self.label_viga_vrd2.setObjectName("label_viga_vrd2") + self.ledit_viga_vrd2 = QtWidgets.QLineEdit(parent=self.group_viga_armacao_transversal) + self.ledit_viga_vrd2.setGeometry(QtCore.QRect(110, 270, 113, 20)) + self.ledit_viga_vrd2.setText("") + self.ledit_viga_vrd2.setObjectName("ledit_viga_vrd2") + self.ledit_viga_vc = QtWidgets.QLineEdit(parent=self.group_viga_armacao_transversal) + self.ledit_viga_vc.setGeometry(QtCore.QRect(110, 300, 113, 20)) + self.ledit_viga_vc.setText("") + self.ledit_viga_vc.setObjectName("ledit_viga_vc") + self.label_viga_vc = QtWidgets.QLabel(parent=self.group_viga_armacao_transversal) + self.label_viga_vc.setGeometry(QtCore.QRect(30, 300, 47, 16)) + self.label_viga_vc.setObjectName("label_viga_vc") + self.label_viga_vsw = QtWidgets.QLabel(parent=self.group_viga_armacao_transversal) + self.label_viga_vsw.setGeometry(QtCore.QRect(30, 330, 47, 16)) + self.label_viga_vsw.setObjectName("label_viga_vsw") + self.ledit_viga_vsw = QtWidgets.QLineEdit(parent=self.group_viga_armacao_transversal) + self.ledit_viga_vsw.setGeometry(QtCore.QRect(110, 330, 113, 20)) + self.ledit_viga_vsw.setText("") + self.ledit_viga_vsw.setObjectName("ledit_viga_vsw") + self.group_viga_area_aco = QtWidgets.QGroupBox(parent=self.group_viga_armacao_transversal) + self.group_viga_area_aco.setGeometry(QtCore.QRect(0, 360, 270, 81)) + self.group_viga_area_aco.setObjectName("group_viga_area_aco") + self.ledit_viga_as_s = QtWidgets.QLineEdit(parent=self.group_viga_area_aco) + self.ledit_viga_as_s.setGeometry(QtCore.QRect(122, 20, 101, 20)) + self.ledit_viga_as_s.setText("") + self.ledit_viga_as_s.setObjectName("ledit_viga_as_s") + self.label_viga_as_s = QtWidgets.QLabel(parent=self.group_viga_area_aco) + self.label_viga_as_s.setGeometry(QtCore.QRect(10, 20, 81, 16)) + self.label_viga_as_s.setObjectName("label_viga_as_s") + self.ledit_viga_as_min_s = QtWidgets.QLineEdit(parent=self.group_viga_area_aco) + self.ledit_viga_as_min_s.setGeometry(QtCore.QRect(122, 50, 101, 20)) + self.ledit_viga_as_min_s.setText("") + self.ledit_viga_as_min_s.setObjectName("ledit_viga_as_min_s") + self.label_viga_as_min_s = QtWidgets.QLabel(parent=self.group_viga_area_aco) + self.label_viga_as_min_s.setGeometry(QtCore.QRect(10, 50, 101, 16)) + self.label_viga_as_min_s.setObjectName("label_viga_as_min_s") + self.btn_viga_gerar_detalhamento = QtWidgets.QPushButton(parent=self.group_viga_armacao_transversal) + self.btn_viga_gerar_detalhamento.setGeometry(QtCore.QRect(127, 447, 121, 20)) + self.btn_viga_gerar_detalhamento.setObjectName("btn_viga_gerar_detalhamento") + self.btn_viga_calcular = QtWidgets.QPushButton(parent=self.tab_viga_retangular) + self.btn_viga_calcular.setGeometry(QtCore.QRect(660, 520, 75, 23)) + self.btn_viga_calcular.setObjectName("btn_viga_calcular") + self.btn_viga_limpar = QtWidgets.QPushButton(parent=self.tab_viga_retangular) + self.btn_viga_limpar.setGeometry(QtCore.QRect(750, 520, 75, 23)) + self.btn_viga_limpar.setObjectName("btn_viga_limpar") + self.tabWidget.addTab(self.tab_viga_retangular, "") + self.label_45 = QtWidgets.QLabel(parent=self.centralwidget) + self.label_45.setGeometry(QtCore.QRect(720, 0, 6, 16)) + self.label_45.setText("") + self.label_45.setPixmap(QtGui.QPixmap("d:\\Python\\Navier\\app\\navier_logo_mini_alt.png")) + self.label_45.setObjectName("label_45") + MainWindow.setCentralWidget(self.centralwidget) + self.menubar = QtWidgets.QMenuBar(parent=MainWindow) + self.menubar.setGeometry(QtCore.QRect(0, 0, 871, 22)) + self.menubar.setObjectName("menubar") + MainWindow.setMenuBar(self.menubar) + self.statusbar = QtWidgets.QStatusBar(parent=MainWindow) + self.statusbar.setObjectName("statusbar") + MainWindow.setStatusBar(self.statusbar) + + self.retranslateUi(MainWindow) + self.tabWidget.setCurrentIndex(0) + self.stacked_viga_modelo_armacao.setCurrentIndex(0) + QtCore.QMetaObject.connectSlotsByName(MainWindow) + + def retranslateUi(self, MainWindow): + _translate = QtCore.QCoreApplication.translate + MainWindow.setWindowTitle(_translate("MainWindow", "MainWindow")) + self.group_viga_armacao_dupla_dimensoes.setTitle(_translate("MainWindow", "Dimensões")) + self.ledit_viga_armacao_dupla_lagura.setText(_translate("MainWindow", "0")) + self.ledit_viga_armacao_dupla_altura.setText(_translate("MainWindow", "0")) + self.ledit_viga_armacao_dupla_altura_util.setText(_translate("MainWindow", "0")) + self.label_viga_armacao_dupla_largura.setText(_translate("MainWindow", "Largura - bw [cm]")) + self.label_viga_armacao_dupla_altura.setText(_translate("MainWindow", "Altura - h [cm]")) + self.label_viga_armacao_dupla_altura_util.setText(_translate("MainWindow", "Altura Útil - d [cm]")) + self.group_viga_armacao_dupla_dominio.setTitle(_translate("MainWindow", "Projeção de Domínio")) + self.radio_viga_dominio_3.setText(_translate("MainWindow", "Domínio 3")) + self.radio_viga_dominio_2.setText(_translate("MainWindow", "Domínio 2")) + self.label_viga_linha_neutra.setText(_translate("MainWindow", "Linha Neutra ξ ")) + self.ledit_viga_linha_neutra.setText(_translate("MainWindow", "0.450")) + self.label_viga_d_limite.setText(_translate("MainWindow", "d limite [m]")) + self.label_viga_armacao_dupla_x_limite.setText(_translate("MainWindow", "X-limite [m]")) + self.label_viga_armacao_dupla_d_linha.setText(_translate("MainWindow", " d\' [cm]")) + self.ledit_viga_armacao_dupla_d_linha.setText(_translate("MainWindow", "0")) + self.group_viga_armacao_dupla_secao.setTitle(_translate("MainWindow", "Seção")) + self.group_viga_armadura_longitudinal.setTitle(_translate("MainWindow", "Armadura Longitudinal")) + self.label_viga_momento_2.setText(_translate("MainWindow", "Momento2 [KN.m]")) + self.group_viga_areas_aco.setTitle(_translate("MainWindow", "Áreas de Aço")) + self.label_viga_as_compressao.setText(_translate("MainWindow", "As Compressão [mm²]")) + self.label_viga_area_sobre_apoio.setText(_translate("MainWindow", "Asobre-apoio [mm²]")) + self.label_viga_as_pele.setText(_translate("MainWindow", "As.pele [mm²]")) + self.label_viga_as_max.setText(_translate("MainWindow", "As.máx [mm²]")) + self.label_viga_as_tracao.setText(_translate("MainWindow", "As Tração [mm²]")) + self.label_viga_as_min.setText(_translate("MainWindow", "As.mín [mm²]")) + self.label_viga_as_total.setText(_translate("MainWindow", "As.total [mm²]")) + self.label_viga_momento_limite.setText(_translate("MainWindow", "Momento-limite [KN.m]")) + self.group_viga_armacao_simples_dimensoes.setTitle(_translate("MainWindow", "Dimensões")) + self.ledit_viga_armacao_simples_largura.setText(_translate("MainWindow", "0")) + self.ledit_viga_armacao_simples_altura.setText(_translate("MainWindow", "0")) + self.ledit_viga_armacao_simples_altura_util.setText(_translate("MainWindow", "0")) + self.label_viga_armacao_simples_largura.setText(_translate("MainWindow", "Base - bw [cm]")) + self.label_viga_armacao_simples_altura.setText(_translate("MainWindow", "Altura - h [cm]")) + self.label_viga_armacao_simples_altura_util.setText(_translate("MainWindow", "Altura Útil - d [cm]")) + self.label_viga_armacao_simples_d_linha.setText(_translate("MainWindow", " d\' [cm] ")) + self.ledit_viga_armacao_simples_d_linha.setText(_translate("MainWindow", "0")) + self.group_viga_armacao_simples_secao.setTitle(_translate("MainWindow", "Seção")) + self.group_viga_armacao_simples_armadura_longitudinal.setTitle(_translate("MainWindow", "Armadura Longitudinal")) + self.label_viga_armacao_simples_md.setText(_translate("MainWindow", "Md [KN.m]")) + self.label_viga_armacao_simples_kmd.setText(_translate("MainWindow", "Kmd")) + self.label_viga_armacao_simples_kx.setText(_translate("MainWindow", "Kx")) + self.label_viga_armacao_simples_kz.setText(_translate("MainWindow", "Kz")) + self.group_viga_armacao_simples_areas_aco.setTitle(_translate("MainWindow", "Áreas de Aço")) + self.label_viga_armacao_simples_as.setText(_translate("MainWindow", "As [mm²]")) + self.label_viga_armacao_simples_area_sobre_apoio.setText(_translate("MainWindow", "Asobre-apoio [mm²]")) + self.label_viga_armacao_simples_as_pele.setText(_translate("MainWindow", "As.pele [mm²]")) + self.label_viga_armacao_simples_as_max.setText(_translate("MainWindow", "As.máx [mm²]")) + self.label_viga_armacao_simples_as_min.setText(_translate("MainWindow", "As.mín [mm²]")) + self.label_viga_armacao_simples_dominio_ruptura.setText(_translate("MainWindow", "Domínio de Ruptura:")) + self.btn_viga_armacao_simples.setText(_translate("MainWindow", "Simplesmente Armada")) + self.btn_viga_armacao_dupla.setText(_translate("MainWindow", "Duplamente Armada")) + self.group_viga_solicitacoes.setTitle(_translate("MainWindow", "Solicitações")) + self.ledit_viga_momento_fletor.setText(_translate("MainWindow", "0")) + self.ledit_viga_cortante.setText(_translate("MainWindow", "0")) + self.label_viga_momento_fletor.setText(_translate("MainWindow", "Momento Fletor [KN.m]")) + self.label_viga_cortante.setText(_translate("MainWindow", "Cortante [KN]")) + self.group_viga_materiais.setTitle(_translate("MainWindow", "Concreto")) + self.label_viga_concreto_fck.setText(_translate("MainWindow", "Resistência - fck [MPa]")) + self.combo_viga_concreto_fck.setItemText(0, _translate("MainWindow", "20")) + self.combo_viga_concreto_fck.setItemText(1, _translate("MainWindow", "25")) + self.combo_viga_concreto_fck.setItemText(2, _translate("MainWindow", "30")) + self.combo_viga_concreto_fck.setItemText(3, _translate("MainWindow", "35")) + self.combo_viga_concreto_fck.setItemText(4, _translate("MainWindow", "40")) + self.combo_viga_concreto_fck.setItemText(5, _translate("MainWindow", "45")) + self.combo_viga_concreto_fck.setItemText(6, _translate("MainWindow", "50")) + self.combo_viga_aco_classe.setItemText(0, _translate("MainWindow", "250")) + self.combo_viga_aco_classe.setItemText(1, _translate("MainWindow", "500")) + self.combo_viga_aco_classe.setItemText(2, _translate("MainWindow", "600")) + self.label_viga_aco_classe.setText(_translate("MainWindow", "Tipo de Aço - CA")) + self.group_viga_armacao_transversal.setTitle(_translate("MainWindow", "Armadura Transversal")) + self.group_viga_armacao_modelo_calculo.setTitle(_translate("MainWindow", "Modelo de Cálculo")) + self.radio_viga_modelo_calculo_1.setText(_translate("MainWindow", "Modelo I - α = 90º e θ = 45º")) + self.radio_viga_modelo_calculo_2.setText(_translate("MainWindow", "Modelo II - α = 90º e 30º < θ < 45º")) + self.label_viga_angulo_theta.setText(_translate("MainWindow", " θ :")) + self.label_viga_vsd.setText(_translate("MainWindow", "Vsd [KN]")) + self.label_viga_vrd2.setText(_translate("MainWindow", "Vrd2 [KN]")) + self.label_viga_vc.setText(_translate("MainWindow", "Vc [KN]")) + self.label_viga_vsw.setText(_translate("MainWindow", "Vsw[KN]")) + self.group_viga_area_aco.setTitle(_translate("MainWindow", "Área de Aço")) + self.label_viga_as_s.setText(_translate("MainWindow", "As/s [mm²/m]")) + self.label_viga_as_min_s.setText(_translate("MainWindow", "As.min/s [mm²/m]")) + self.btn_viga_gerar_detalhamento.setText(_translate("MainWindow", "Gerar Detalhamento")) + self.btn_viga_calcular.setText(_translate("MainWindow", "Calcular")) + self.btn_viga_limpar.setText(_translate("MainWindow", "Limpar")) + self.tabWidget.setTabText(self.tabWidget.indexOf(self.tab_viga_retangular), _translate("MainWindow", "Seção Retangular")) From 280edfd12f2fecbe622a9d8880a1f109eb14fa5f Mon Sep 17 00:00:00 2001 From: Vivian Giulia Fernandes Date: Sat, 18 Oct 2025 12:41:20 -0300 Subject: [PATCH 4/4] docs: add legal attribution and clear fork notice --- LEGAL.md | 16 ++++++++++++++++ README.md | 11 ++++++++--- 2 files changed, 24 insertions(+), 3 deletions(-) create mode 100644 LEGAL.md diff --git a/LEGAL.md b/LEGAL.md new file mode 100644 index 0000000..fb9a261 --- /dev/null +++ b/LEGAL.md @@ -0,0 +1,16 @@ +# Aviso Legal - Fork de Navier + +## Direitos Autorais +- **Projeto Original**: [Anderson3/Navier](https://github.com/Anderson3/Navier) +- **Autor Original**: Anderson3 +- **Direitos**: Todos os direitos do código original pertencem ao autor Anderson3 + +## Propósito deste Fork +Este fork foi criado para: +- Manter o projeto atualizado +- Corrigir issues e bugs +- Adicionar novas funcionalidades +- Enviar melhorias via Pull Request para o projeto original + +## Status +Aguardando resposta do autor original para coordenação de contribuições. \ No newline at end of file diff --git a/README.md b/README.md index 1b470fa..79312f9 100644 --- a/README.md +++ b/README.md @@ -1,7 +1,12 @@ -# Navier -Software de cálculo de peças de concreto armado, baseado na NBR 6118/14. Desenvolvido com Python 3.7 + PyQt5. +# Navier - Fork de Contribuição -![image](https://user-images.githubusercontent.com/17939997/70842933-d2987580-1e08-11ea-824c-51b98e1c73d8.png) +> **⚠️ AVISO LEGAL**: Este é um fork do projeto original [Anderson3/Navier](https://github.com/Anderson3/Navier). +> Todos os direitos do código original pertencem a Anderson3. +> Este fork tem fins de manutenção, atualização e contribuição para o projeto original. + +**Fork mantido por [viviangiulia](https://github.com/viviangiulia)** + +--- ## Pequena Descrição O Navier é um programa desenvolvido em Python com finalidade de produzir dados de dimensionamento de peças de Concreto Armado. Essa aplicação com finalidade para Desktops permite calcular Vigas, Pilares, Lajes e Sapatas analisando as peças de manaira isolada. Cada elemento estrutural é tratado no programa como um módulo de cálculo interno. O Navier se baseia nas condições normativas brasileiras de Concreto Armado, principalmente respaldadas através da ABNT NBR 6118/14.