creating nutbolt assembly

5 files changed, 87 insertions, 101 deletions

diff --git a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
index f8c55e4..6a98a99 100644
--- a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
+++ b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
@@ -12,31 +12,26 @@ from nut import Nut
 import copy
 from OCC.BRepPrimAPI import BRepPrimAPI_MakeSphere
 from OCC.gp import gp_Pnt
+from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
+
 class ColWebBeamWeb(object):
     
-    def __init__(self,column,beam,Fweld,plate,boltRadius,nutRadius,boltPlaceObj):
+    def __init__(self,column,beam,Fweld,plate,NutBoltArray):
         self.column = column
         self.beam = beam
         self.weldLeft = Fweld
         self.weldRight = copy.deepcopy(Fweld)
         self.plate = plate
-        self.boltRadius = boltRadius
-        self.nutRadius = nutRadius
-        self.pitch = boltPlaceObj['Bolt']['pitch']
-        self.gauge = boltPlaceObj['Bolt']['gauge']
-        self.edge = boltPlaceObj['Bolt']['edge']
-        self.end = boltPlaceObj['Bolt']['enddist']
-        self.row = boltPlaceObj['Bolt']['numofrow']
-        self.col = boltPlaceObj['Bolt']['numofcol']
+        self.NutBoltArray = NutBoltArray
         self.columnModel = None
         self.beamModel = None
         self.weldModelLeft = None
         self.weldModelRight = None
         self.plateModel = None
-        self.bolts =[]
-        self.nuts = []
-        self.boltModels = []
-        self.nutModels = []
+#         self.bolts =[]
+#         self.nuts = []
+#         self.boltModels = []
+#         self.nutModels = []
         self.clearDist = 20.0 # This distance between edge of the column web/flange and beam cross section
         
     def create_3dmodel(self):
@@ -102,6 +97,8 @@ class ColWebBeamWeb(object):
         
  
         # BOLT BODY
+        #self.NutBoltArray.place(platestartpt, -self.plate.vDir, -self.plate.uDir)
+                                
         bolt_T = 6.0
         origin51 = (self.plate.secOrigin + (-
                     self.plate.T/2.0 - bolt_T) * self.plate.uDir +
@@ -110,20 +107,20 @@ class ColWebBeamWeb(object):
         uDir5 = self.plate.wDir
         wDir5 = self.plate.uDir
         
-        ## Bolt1
-        bolt1 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
-        bolt1.place(origin51, uDir5, wDir5)
-        
-        ## Bolt2
-        bolt2 = Bolt(R = self.boltRadius, T = bolt_T, H = 30.0, r = 4.0 )
-        origin52 = origin51 + 50 *self.plate.vDir
-        bolt2.place(origin52, uDir5, wDir5)
-        
+#         ## Bolt1
+#         bolt1 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
+#         bolt1.place(origin51, uDir5, wDir5)
+#         
+#         ## Bolt2
+#         bolt2 = Bolt(R = self.boltRadius, T = bolt_T, H = 30.0, r = 4.0 )
+#         origin52 = origin51 + 50 *self.plate.vDir
+#         bolt2.place(origin52, uDir5, wDir5)
+#         
         ## Bolt3
         bolt3 = Bolt(R = self.boltRadius,T = bolt_T, H = 30.0, r = 4.0 )
         origin53 = origin51 - 50*self.plate.vDir
         bolt3.place(origin53, uDir5, wDir5)
-        self.bolts =[bolt1,bolt2,bolt3]
+        #self.bolts =[bolt1,bolt2,bolt3]
         
         #nutbody = Nut(R = 10.0,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
         # NUTBODY
@@ -152,7 +149,7 @@ class ColWebBeamWeb(object):
         self.plateModel = self.plate.createModel()
         self.weldModelLeft = self.weldLeft.createModel()
         self.weldModelRight = self.weldRight.createModel()
-        
+        self.
         for bolt in self.bolts: 
             self.boltModels.append(bolt.createModel())
         
diff --git a/Connections/Shear/Finplate/fin.log b/Connections/Shear/Finplate/fin.log
index 4b2cf8a..d2e8b78 100644
--- a/Connections/Shear/Finplate/fin.log
+++ b/Connections/Shear/Finplate/fin.log
@@ -1,13 +1 @@
 <link rel="stylesheet" type="text/css" href="log.css"/>
-
-    <div  class="LOG ERROR">
-        <span class="DATE">Sat, 06 Jun 2015 21:30:26</span>
-        <span class="LEVEL">ERROR</span>
-        <span class="MSG">: Plate width provided is less than the minimum required</span>
-    </div>
-
-    <div  class="LOG WARNING">
-        <span class="DATE">Sat, 06 Jun 2015 21:30:26</span>
-        <span class="LEVEL">WARNING</span>
-        <span class="MSG">: Minimum plate width required is 100.00 mm </span>
-    </div>
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):
diff --git a/Connections/Shear/Finplate/saveINPUT.txt b/Connections/Shear/Finplate/saveINPUT.txt
index b6e25d5..478e639 100644
--- a/Connections/Shear/Finplate/saveINPUT.txt
+++ b/Connections/Shear/Finplate/saveINPUT.txt
@@ -31,7 +31,7 @@ p14
 I300
 sS'width(mm)'
 p15
-I20
+I100
 ssS'Load'
 p16
 (dp17
diff --git a/Connections/Shear/Finplate/shearFinPlateConnection.py b/Connections/Shear/Finplate/shearFinPlateConnection.py
deleted file mode 100644
index 5223457..0000000
--- a/Connections/Shear/Finplate/shearFinPlateConnection.py
+++ /dev/null
@@ -1,24 +0,0 @@
-'''
-Created on 04-Jun-2015
-
-@author: deepa
-'''
-class ShearFinPlate(object):
-    
-    def __init__(self,Beam,Column,Weld,Plate,Nutlist,Boltlist,outputObj):
-        self.beam = Beam
-        self.column = Column
-        self.weld = Weld
-        self.plate = Plate
-        self.nutlist = Nutlist
-        self.boltlist = Boltlist 
-        self.pitch = outputObj['Bolt']['pitch']
-        self.gauge = outputObj['Bolt']['gauge']
-        self.edge = outputObj['Bolt']['edge']
-        self.end = outputObj['Bolt']['enddist']
-        self.row = outputObj['Bolt']['numofrow']
-        self.col = outputObj['Bolt']['numofcol']
-        
-    
-    
-    
\ No newline at end of file