diff options
Diffstat (limited to 'Connections/Shear/Finplate/finPlateMain.py')
| -rw-r--r-- | Connections/Shear/Finplate/finPlateMain.py | 49 |
1 files changed, 33 insertions, 16 deletions
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py index 2823b59..a615acb 100644 --- a/Connections/Shear/Finplate/finPlateMain.py +++ b/Connections/Shear/Finplate/finPlateMain.py @@ -10,7 +10,8 @@ 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 +from nutBoltPlacement import NutBoltArray +#from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray ''' Created on 21-Aug-2014 @@ -642,7 +643,7 @@ class MainController(QtGui.QMainWindow): 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[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) @@ -662,17 +663,19 @@ class MainController(QtGui.QMainWindow): column_sec = self.ui.comboColSec.currentText() dictcoldata = get_columndata(column_sec) return dictcoldata + def create3DColWebBeamWeb(self): ''' creating 3d cad model with column web beam web ''' 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') + self.display.DisplayMessage(gp_Pnt(0,0,0),'Sorry can not create 3D model',color = 'None') else: dictbeamdata = self.fetchBeamPara() - + ##### BEAM PARAMETERS ##### beam_D = int(dictbeamdata[QString("D")]) beam_B = int(dictbeamdata[QString("B")]) beam_tw = float(dictbeamdata[QString("tw")]) @@ -680,10 +683,12 @@ class MainController(QtGui.QMainWindow): 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 = 500) + R1 = beam_R1, R2 = beam_R2, alpha = beam_alpha, + length = beam_length) ##### COLUMN PARAMETERS ###### dictcoldata = self.fetchColumnPara() @@ -700,33 +705,44 @@ class MainController(QtGui.QMainWindow): 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) - #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) + #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) - self.nutBoltArray.createModel() - nutBoltAssembly = self.nutBoltArray.getnutboltModel() + 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,nutBoltAssembly) + + colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltArray) + #colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,boltRadius,nutRadius) colwebconn.create_3dmodel() return colwebconn @@ -766,6 +782,7 @@ class MainController(QtGui.QMainWindow): self.display.DisplayShape(my_sphere,update=True) + def call_3DBeam(self): ''' |