diff options
Diffstat (limited to 'Connections/Shear/Finplate/finPlateMain.py')
| -rw-r--r-- | Connections/Shear/Finplate/finPlateMain.py | 105 |
1 files changed, 65 insertions, 40 deletions
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py index 3887a2b..2823b59 100644 --- a/Connections/Shear/Finplate/finPlateMain.py +++ b/Connections/Shear/Finplate/finPlateMain.py @@ -10,6 +10,7 @@ from OCC.TopoDS import topods, TopoDS_Shape from OCC.BRepPrimAPI import BRepPrimAPI_MakeBox, BRepPrimAPI_MakeCylinder,\ BRepPrimAPI_MakeSphere from OCC.gp import gp_Pnt +from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray ''' Created on 21-Aug-2014 @@ -640,8 +641,8 @@ class MainController(QtGui.QMainWindow): self.display.DisplayShape(cadlist[8:11],color = Quantity_NOC_SADDLEBROWN, update = True) elif component == "Model": self.display.EraseAll() - osdagDisplayShape(self.display, cadlist[0], update=True) - osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True) + #osdagDisplayShape(self.display, cadlist[0], update=True) + #osdagDisplayShape(self.display, cadlist[1],material = Graphic3d_NOT_2D_ALUMINUM, update=True) #osdagDisplayShape(self.display,cadlist[2],color = 'red', update = True) #osdagDisplayShape(self.display,cadlist[3],color = 'red', update = True) osdagDisplayShape(self.display, cadlist[4], color = 'blue', update = True) @@ -665,45 +666,69 @@ class MainController(QtGui.QMainWindow): ''' creating 3d cad model with column web beam web ''' - dictbeamdata = self.fetchBeamPara() - - 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 = 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 = 500) - - ##### 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) - - Fweld1 = FilletWeld(L= 300,b = 6, h = 6) - #Fweld1 = Weld(L= 300,W = beam.t, T = 8) - - plate = Plate(L= 300,W =100, T = 10) - boltRadius = 10 - nutRadius = 10 + 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',color = 'white') + else: + dictbeamdata = self.fetchBeamPara() + + 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 = 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 = 500) + + ##### 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 + + fillet_length = resultObj['Plate']['height'] + fillet_thickness = resultObj['Weld']['thickness'] + plate_width = resultObj['Plate']['width'] + plate_thick = uiObj['Plate']['thickness(mm)'] + + #Fweld1 = FilletWeld(L= 300,b = 6, h = 6) + Fweld1 = FilletWeld(L= fillet_length,b = fillet_thickness, h = fillet_thickness) + #Fweld1 = Weld(L= 300,W = beam.t, T = 8) + + #plate = Plate(L= 300,W =100, T = 10) + plate = Plate(L= fillet_length,W =plate_width, T = plate_thick) + bolt_T = 6.0 + bolt = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 ) + boltPlaceObj = finConn(self.getuser_inputs()) + + nut =Nut(R = self.nutRadius, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) + # bolt assembly + + + self.nutBoltArray = NutBoltArray(self.boltPlaceObj,self.nut,self.bolt) + + self.nutBoltArray.createModel() + nutBoltAssembly = self.nutBoltArray.getnutboltModel() + + + colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltAssembly) + colwebconn.create_3dmodel() - boltPlaceObj = finConn(self.getuser_inputs()) - colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius,boltPlaceObj) - colwebconn.create_3dmodel() return colwebconn def createColFlangeBeamWeb(self): |