diff options
Diffstat (limited to 'Connections')
| -rw-r--r-- | Connections/Shear/Finplate/finPlateMain.py | 211 | ||||
| -rw-r--r-- | Connections/Shear/Finplate/finplate_calc1.py | 10 |
2 files changed, 115 insertions, 106 deletions
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py index c9cdf33..d3509b1 100644 --- a/Connections/Shear/Finplate/finPlateMain.py +++ b/Connections/Shear/Finplate/finPlateMain.py @@ -62,13 +62,9 @@ class MainController(QtGui.QMainWindow): self.ui.comboType.currentIndexChanged[str].connect(self.combotype_currentindexchanged) self.ui.comboType.setCurrentIndex(0) - - self.ui.comboConnLoc.currentIndexChanged[str].connect(self.setimage_connection) - self.ui.btn_Reset.clicked.connect(self.resetbtn_clicked) - self.ui.btn_Design.clicked.connect(self.design_btnclicked) self.ui.btnInput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.inputDock)) self.ui.btnOutput.clicked.connect(lambda: self.dockbtn_clicked(self.ui.outputDock)) @@ -119,6 +115,9 @@ class MainController(QtGui.QMainWindow): # Saving and Restoring the finPlate window state. self.retrieve_prevstate() + self.ui.btn_Reset.clicked.connect(self.resetbtn_clicked) + + self.ui.btn_Design.clicked.connect(self.design_btnclicked) # Initialising the qtviewer self.display,_ = self.init_display(backend_str="pyqt4") @@ -136,8 +135,6 @@ class MainController(QtGui.QMainWindow): self.fuse_model = self.create2Dcad() #self.fuse_model = my_sphere - #self.closeEvent() - @@ -460,13 +457,17 @@ class MainController(QtGui.QMainWindow): palette = QtGui.QPalette() lblwidget.setPalette(palette) - def display_output(self, resultObj): - + def display_output(self, outputObj): '''(dictionary) --> NoneType - Setting design result values to the respective textboxes in the output window - ''' + for k in outputObj.keys(): + for key in outputObj[k].keys(): + if (outputObj[k][key] == ""): + resultObj = outputObj + else: + resultObj = outputObj + # resultObj['Bolt'] shear_capacity = resultObj['Bolt']['shearcapacity'] self.ui.txtShrCapacity.setText(str(shear_capacity)) @@ -501,10 +502,6 @@ class MainController(QtGui.QMainWindow): edge_dist = resultObj['Bolt']['edge'] self.ui.txtEdgeDist.setText(str(edge_dist)) - - # weld_thickness = resultObj['Weld']['thickness'] - # self.ui.txtWeldThick.setText(str(weld_thickness)) - resultant_shear = resultObj['Weld']['resultantshear'] self.ui.txtResltShr.setText(str(resultant_shear)) @@ -524,6 +521,7 @@ class MainController(QtGui.QMainWindow): moment_capacity = resultObj['Plate']['momentcapacity'] self.ui.txtMomntCapacity.setText(str(moment_capacity)) + def displaylog_totextedit(self): @@ -659,6 +657,7 @@ class MainController(QtGui.QMainWindow): beam_sec = self.ui.combo_Beam.currentText() dictbeamdata = get_beamdata(beam_sec) return dictbeamdata + def fetchColumnPara(self): column_sec = self.ui.comboColSec.currentText() dictcoldata = get_columndata(column_sec) @@ -671,80 +670,77 @@ class MainController(QtGui.QMainWindow): uiObj = self.getuser_inputs() resultObj = finConn(uiObj) - if len(resultObj) == 0: - self.display.DisplayMessage(gp_Pnt(0,0,0),"Sorry can not create 3D model") - else: - dictbeamdata = self.fetchBeamPara() - ##### BEAM PARAMETERS ##### - beam_D = int(dictbeamdata[QString("D")]) - beam_B = int(dictbeamdata[QString("B")]) - beam_tw = float(dictbeamdata[QString("tw")]) - beam_T = float(dictbeamdata[QString("T")]) - beam_alpha = float(dictbeamdata[QString("FlangeSlope")]) - beam_R1 = float(dictbeamdata[QString("R1")]) - beam_R2 = float(dictbeamdata[QString("R2")]) - beam_length = 500.0 # This parameter as per view of 3D cad model - - #beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) - beam = ISection(B = beam_B, T = beam_T,D = beam_D,t = beam_tw, - R1 = beam_R1, R2 = beam_R2, alpha = beam_alpha, - length = beam_length) - - ##### COLUMN PARAMETERS ###### - dictcoldata = self.fetchColumnPara() - - column_D = int(dictcoldata[QString("D")]) - column_B = int(dictcoldata[QString("B")]) - column_tw = float(dictcoldata[QString("tw")]) - column_T = float(dictcoldata[QString("T")]) - column_alpha = float(dictcoldata[QString("FlangeSlope")]) - column_R1 = float(dictcoldata[QString("R1")]) - column_R2 = float(dictcoldata[QString("R2")]) - - #column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) - column = ISection(B = column_B, T = column_T, D = column_D, - t = column_tw, R1 = column_R1, R2 = column_R2, alpha = column_alpha, length = 1000) - # Outputs from finPlateCalc1 - #### WELD,PLATE,BOLT AND NUT PARAMETERS ##### - - fillet_length = resultObj['Plate']['height'] - fillet_thickness = resultObj['Weld']['thickness'] - plate_width = resultObj['Plate']['width'] - plate_thick = uiObj['Plate']['thickness(mm)'] - bolt_dia = uiObj["Bolt"]["diameter(mm)"] - bolt_r = bolt_dia/2 - bolt_R = bolt_r + 7 - nut_R = bolt_R - bolt_T = 10.0 # minimum bolt thickness As per Indian Standard - bolt_Ht = 38.0 # minimum bolt length as per Indian Standard - nut_T = 12.0 # minimum nut thickness As per Indian Standard - nut_Ht = 12.2 # - - - #Fweld1 = FilletWeld(L= 300,b = 6, h = 6) - Fweld1 = FilletWeld(L= fillet_length,b = fillet_thickness, h = fillet_thickness) - - #plate = Plate(L= 300,W =100, T = 10) - plate = Plate(L= fillet_length,W =plate_width, T = plate_thick) - + dictbeamdata = self.fetchBeamPara() + ##### BEAM PARAMETERS ##### + beam_D = int(dictbeamdata[QString("D")]) + beam_B = int(dictbeamdata[QString("B")]) + beam_tw = float(dictbeamdata[QString("tw")]) + beam_T = float(dictbeamdata[QString("T")]) + beam_alpha = float(dictbeamdata[QString("FlangeSlope")]) + beam_R1 = float(dictbeamdata[QString("R1")]) + beam_R2 = float(dictbeamdata[QString("R2")]) + beam_length = 500.0 # This parameter as per view of 3D cad model + + #beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) + beam = ISection(B = beam_B, T = beam_T,D = beam_D,t = beam_tw, + R1 = beam_R1, R2 = beam_R2, alpha = beam_alpha, + length = beam_length) + + ##### COLUMN PARAMETERS ###### + dictcoldata = self.fetchColumnPara() + + column_D = int(dictcoldata[QString("D")]) + column_B = int(dictcoldata[QString("B")]) + column_tw = float(dictcoldata[QString("tw")]) + column_T = float(dictcoldata[QString("T")]) + column_alpha = float(dictcoldata[QString("FlangeSlope")]) + column_R1 = float(dictcoldata[QString("R1")]) + column_R2 = float(dictcoldata[QString("R2")]) + + #column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) + column = ISection(B = column_B, T = column_T, D = column_D, + t = column_tw, R1 = column_R1, R2 = column_R2, alpha = column_alpha, length = 1000) + # Outputs from finPlateCalc1 + #### WELD,PLATE,BOLT AND NUT PARAMETERS ##### + + fillet_length = resultObj['Plate']['height'] + fillet_thickness = resultObj['Weld']['thickness'] + plate_width = resultObj['Plate']['width'] + plate_thick = uiObj['Plate']['thickness(mm)'] + bolt_dia = uiObj["Bolt"]["diameter(mm)"] + bolt_r = bolt_dia/2 + bolt_R = bolt_r + 7 + nut_R = bolt_R + bolt_T = 10.0 # minimum bolt thickness As per Indian Standard + bolt_Ht = 38.0 # minimum bolt length as per Indian Standard + nut_T = 12.0 # minimum nut thickness As per Indian Standard + nut_Ht = 12.2 # + + + + #plate = Plate(L= 300,W =100, T = 10) + plate = Plate(L= fillet_length,W =plate_width, T = plate_thick) + + #Fweld1 = FilletWeld(L= 300,b = 6, h = 6) + Fweld1 = FilletWeld(L= fillet_length,b = fillet_thickness, h = fillet_thickness) - #bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) - bolt = Bolt(R = bolt_R,T = bolt_T, H = bolt_Ht, r = bolt_r ) - - #nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) - nut = Nut(R = bolt_R, T = nut_T, H = nut_Ht, innerR1 = bolt_r) - - gap = beam_tw + plate_thick + bolt_T - - nutBoltArray = NutBoltArray(resultObj,nut,bolt,gap) - #self.nutBoltArray.createModel() - #nutBoltAssembly = self.nutBoltArray.getnutboltModel() - - - colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltArray) - #colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius) - colwebconn.create_3dmodel() + #bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) + bolt = Bolt(R = bolt_R,T = bolt_T, H = bolt_Ht, r = bolt_r ) + + #nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) + nut = Nut(R = bolt_R, T = nut_T, H = nut_Ht, innerR1 = bolt_r) + + gap = beam_tw + plate_thick + bolt_T + + nutBoltArray = NutBoltArray(resultObj,nut,bolt,gap) + #self.nutBoltArray.createModel() + #nutBoltAssembly = self.nutBoltArray.getnutboltModel() + + colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltArray) + #colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius) + colwebconn.create_3dmodel() + return colwebconn def createColFlangeBeamWeb(self): @@ -762,26 +758,33 @@ class MainController(QtGui.QMainWindow): return colflangeconn.create_3dmodel() def call_3DModel(self): - - if self.ui.btn3D.isEnabled(): - self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked) - self.ui.chkBxCol.setChecked(QtCore.Qt.Unchecked) - self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked) - self.ui.mytabWidget.setCurrentIndex(0) - - if self.ui.comboConnLoc.currentText()== "Column web-Beam web": - connectivity = self.colWebBeamWeb - else: - self.ui.mytabWidget.setCurrentIndex(0) - connectivity = self.createColFlangeBeamWeb() + self.display.EraseAll() + uiObj = self.getuser_inputs() + resultObj = finConn(uiObj) + for k in resultObj.keys(): + for key in resultObj[k].keys(): + if (resultObj[k][key] != ""): + if self.ui.btn3D.isEnabled(): + self.ui.chkBxBeam.setChecked(QtCore.Qt.Unchecked) + self.ui.chkBxCol.setChecked(QtCore.Qt.Unchecked) + self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked) + self.ui.mytabWidget.setCurrentIndex(0) + + if self.ui.comboConnLoc.currentText()== "Column web-Beam web": + connectivity = self.colWebBeamWeb + else: + self.ui.mytabWidget.setCurrentIndex(0) + connectivity = self.createColFlangeBeamWeb() - self.display3Dmodel(connectivity.get_models(), "Model") - plateOrigin = connectivity.plate.secOrigin - gpPntplateOrigin= getGpPt(plateOrigin) - my_sphere = BRepPrimAPI_MakeSphere(gpPntplateOrigin,2).Shape() - self.display.DisplayShape(my_sphere,update=True) - + self.display3Dmodel(connectivity.get_models(), "Model") + plateOrigin = connectivity.plate.secOrigin + gpPntplateOrigin= getGpPt(plateOrigin) + my_sphere = BRepPrimAPI_MakeSphere(gpPntplateOrigin,2).Shape() + self.display.DisplayShape(my_sphere,update=True) + else: + self.display.DisplayMessage(gp_Pnt(1000,0,400),"Sorry, can not create 3D model",height = 25.0) + def call_3DBeam(self): ''' Creating and displaying 3D Beam diff --git a/Connections/Shear/Finplate/finplate_calc1.py b/Connections/Shear/Finplate/finplate_calc1.py index 140400f..1882156 100644 --- a/Connections/Shear/Finplate/finplate_calc1.py +++ b/Connections/Shear/Finplate/finplate_calc1.py @@ -401,12 +401,18 @@ def finConn(uiObj): if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req: for k in outputObj.keys(): - for key in outputObj[k]: + for key in outputObj[k].keys(): outputObj[k][key] = "" elif moment_capacity < moment_demand: for k in outputObj.keys(): - for key in outputObj[k]: + for key in outputObj[k].keys(): outputObj[k][key] = "" +# if web_plate_l == min_plate_height or web_plate_l == max_plate_height or web_plate_l < web_plate_l_req or web_plate_w < web_plate_w_req: +# outputObj = {} +# +# elif moment_capacity < moment_demand: +# outputObj = {} + return outputObj |