summaryrefslogtreecommitdiff
path: root/Connections/Shear/Finplate/finPlateMain.py
diff options
context:
space:
mode:
Diffstat (limited to 'Connections/Shear/Finplate/finPlateMain.py')
-rw-r--r--Connections/Shear/Finplate/finPlateMain.py115
1 files changed, 95 insertions, 20 deletions
diff --git a/Connections/Shear/Finplate/finPlateMain.py b/Connections/Shear/Finplate/finPlateMain.py
index cf9c7bb..1b9d97c 100644
--- a/Connections/Shear/Finplate/finPlateMain.py
+++ b/Connections/Shear/Finplate/finPlateMain.py
@@ -236,9 +236,7 @@ class MainController(QtGui.QMainWindow):
self.ui.comboGrade.setCurrentIndex(comboGradeIndex)
- #self.ui.comboDaimeter.currentText(str(uiObj['Bolt']['diameter(mm)']))
- #self.ui.comboType.currentText(str(uiObj['Bolt']['diameter(mm)']))
- #self.ui.comboGrade.currentText(str(uiObj['Bolt']['grade']))
+
selection = str(uiObj['Plate']['Thickness (mm)'])
selectionIndex = self.ui.comboPlateThick_2.findText(selection)
self.ui.comboPlateThick_2.setCurrentIndex(selectionIndex)
@@ -685,6 +683,9 @@ class MainController(QtGui.QMainWindow):
if component == "Column":
osdagDisplayShape(self.display, self.connectivity.columnModel, update=True)
+
+ my_sphere = BRepPrimAPI_MakeSphere(12).Shape()
+ self.display.DisplayShape(my_sphere,color = 'red',update = True)
elif component == "Beam":
osdagDisplayShape(self.display, self.connectivity.beamModel, material = Graphic3d_NOT_2D_ALUMINUM, update=True)
elif component == "Finplate" :
@@ -758,7 +759,7 @@ class MainController(QtGui.QMainWindow):
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
+ bolt_Ht = 50.0 # minimum bolt length as per Indian Standard IS 3750(1985)
nut_T = 12.0 # minimum nut thickness As per Indian Standard
nut_Ht = 12.2 #
@@ -780,22 +781,87 @@ class MainController(QtGui.QMainWindow):
colwebconn = ColWebBeamWeb(column,beam,Fweld1,plate,nutBoltArray)
colwebconn.create_3dmodel()
-
+
return colwebconn
- def createColFlangeBeamWeb(self):
+ def create3DColFlangeBeamWeb(self):
'''
Creating 3d cad model with column flange beam web connection
+
'''
- column = ISection(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000)
- beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
- weld = Weld(L= 300,b = 6.0, T = 8)
- plate = Plate(L= weld.L,W =100, T = 10)
- boltRadius = 10
- nutRadius = 10
-
- colflangeconn = ColFlangeBeamWeb(column,beam,weld,plate,boltRadius,nutRadius)
- return colflangeconn.create_3dmodel()
+ uiObj = self.getuser_inputs()
+ resultObj = finConn(uiObj)
+
+ dictbeamdata = self.fetchBeamPara()
+ fillet_length = resultObj['Plate']['height']
+ fillet_thickness = resultObj['Weld']['thickness']
+ plate_width = resultObj['Plate']['width']
+ plate_thick = uiObj['Plate']['Thickness (mm)']
+ ##### 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)
+
+ #### 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 = 50.0 # 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+ nut_T
+
+ nutBoltArray = NutBoltArray(resultObj,nut,bolt,gap)
+
+ colflangeconn = ColFlangeBeamWeb(column,beam,Fweld1,plate,nutBoltArray)
+ colflangeconn.create_3dmodel()
+ return colflangeconn
+
def call_3DModel(self,flag):
@@ -813,14 +879,22 @@ class MainController(QtGui.QMainWindow):
self.fuse_model = None
else:
self.ui.mytabWidget.setCurrentIndex(0)
- self.connectivity = self.createColFlangeBeamWeb()
+ self.connectivity = self.create3DColFlangeBeamWeb()
self.fuse_model = None
self.display3Dmodel("Model")
- #plateOrigin = self.connectivity.plate.secOrigin
- #gpPntplateOrigin= getGpPt(plateOrigin)
- #my_sphere = BRepPrimAPI_MakeSphere(gpPntplateOrigin,2).Shape()
- #self.display.DisplayShape(my_sphere,update=True)
+ beamOrigin = self.connectivity.beam.secOrigin + self.connectivity.beam.t/2 * (-self.connectivity.beam.uDir)
+ gpBeamOrigin = getGpPt(beamOrigin)
+ my_sphere2 = BRepPrimAPI_MakeSphere(gpBeamOrigin,1).Shape()
+ self.display.DisplayShape(my_sphere2,color = 'red',update = True)
+ beamOrigin = self.connectivity.beam.secOrigin
+ gpBeamOrigin = getGpPt(beamOrigin)
+ my_sphere2 = BRepPrimAPI_MakeSphere(gpBeamOrigin,1).Shape()
+ self.display.DisplayShape(my_sphere2,color = 'blue',update = True)
+ plateOrigin = (self.connectivity.plate.secOrigin + self.connectivity.plate.T/2.0 *(self.connectivity.plate.uDir)+ self.connectivity.weldLeft.L/2.0 * (self.connectivity.plate.vDir) + self.connectivity.plate.T * (-self.connectivity.weldLeft.uDir))
+ gpPntplateOrigin= getGpPt(plateOrigin)
+ my_sphere = BRepPrimAPI_MakeSphere(gpPntplateOrigin,2).Shape()
+ self.display.DisplayShape(my_sphere,update=True)
else:
self.display.EraseAll()
@@ -845,6 +919,7 @@ class MainController(QtGui.QMainWindow):
self.ui.chkBxFinplate.setChecked(QtCore.Qt.Unchecked)
self.ui.mytabWidget.setCurrentIndex(0)
self.display3Dmodel( "Column")
+
def call_3DFinplate(self):
generated by cgit (git 2.34.1) at 2024-12-19 15:05:37 +0000