Initial checkin

1 files changed, 131 insertions, 0 deletions

diff --git a/Connections/Shear/Finplate/colFlangeBeamWebConnectivity.py b/Connections/Shear/Finplate/colFlangeBeamWebConnectivity.py
new file mode 100644
index 0000000..d592e45
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+++ b/Connections/Shear/Finplate/colFlangeBeamWebConnectivity.py
@@ -0,0 +1,131 @@
+'''
+Created on 11-May-2015
+
+@author: deepa
+'''
+'''
+Created on 11-May-2015
+
+@author: deepa
+'''
+from ISection import ISection
+import numpy
+from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
+from weld import  Weld
+from plate import Plate
+from bolt import Bolt
+from nut import Nut 
+
+
+class ColFlangeBeamWeb(object):
+    
+    def __init__(self,column,beam,weld,plate,boltRadius,nutRadius):
+        self.column = column
+        self.beam = beam
+        self.weld = weld
+        self.plate = plate
+        self.boltRadius = boltRadius
+        self.nutRadius = nutRadius
+        
+    
+    def create_3dmodel(self):
+
+        # ISection COLUMN
+        origin1 = numpy.array([0, 0, 0])
+        uDir1 = numpy.array([1.0, 0, 0])
+        wDir1 = numpy.array([0.0, 0, 1.0])
+        t = 8.9
+        weldThick = 8
+        
+        self.column.place(origin1, uDir1, wDir1)
+        
+        # ISection BEAM
+        uDir2 = numpy.array([0, 1.0, 0])
+        wDir2 = numpy.array([1.0, 0, 0.0])
+        d = t/2.0 + weldThick
+        origin2 = numpy.array([0, 0, 500]) + (d+7.55) * wDir2 
+        #self.beam = ISection(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500)
+        self.beam.place(origin2, uDir2, wDir2)
+        
+        # WELD
+        
+        plateThickness = 10
+        uDir3 = numpy.array([0, 1.0, 0])
+        wDir3 = numpy.array([1.0, 0, 0.0])
+        origin3 = (self.column.secOrigin + 
+                   self.column.t/2.0 * self.column.uDir + 
+                   self.column.length/2.0 * self.column.wDir +
+                   self.beam.t/2.0 * (-self.beam.uDir)+
+                   self.weld.W/2.0 * (-self.beam.uDir))
+        #origin3 = numpy.array([0, 0, 500]) + t/2.0 *wDir3 + plateThickness/2.0 * (-self.beam.uDir)
+        self.weld.place(origin3, uDir3, wDir3)
+        
+        # PLATE
+        
+        uDir4 = numpy.array([0, 1.0, 0])
+        wDir4 = numpy.array([1.0, 0, 0.0])
+        origin4 = self.weld.secOrigin + self.weld.T * self.weld.wDir
+        self.plate.place(origin4, uDir4, wDir4)
+        
+        # BOLT BODY
+        bolt_T = 6.0
+        origin51 = (self.plate.secOrigin + (-
+                    self.plate.T/2.0 - bolt_T) * self.plate.uDir +
+                    self.plate.W/2.0 * self.plate.wDir)
+        
+        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)
+        
+        ## 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)
+        bolt_list =[bolt1,bolt2,bolt3]
+        
+        #nutbody = Nut(R = 10.0,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
+        # NUTBODY
+        ## Nut1
+        nut1 = Nut(R = self.nutRadius,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
+        uDir = uDir5
+        wDir = wDir5
+        nut_Origin1 = origin51 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
+        nut1.place(nut_Origin1, uDir, wDir)
+        
+        ## Nut2
+        nut2 = Nut(R = self.nutRadius,T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
+        nut_Origin2 = origin52 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
+        nut2.place(nut_Origin2, uDir, wDir)
+        
+        ## Nut3
+        nut3 =Nut(R = self.nutRadius, T = 10.0,  H = 6.1, innerR1 = 6.0, outerR2 = 8.3)
+        nut_Origin3 = origin53 + (bolt1.T/2 * self.plate.uDir)+(self.plate.T *self.plate.uDir)+ (self.beam.T/2 * self.plate.uDir)
+        nut3.place(nut_Origin3, uDir5, wDir5)
+        nut_list = [nut1,nut2,nut3]
+        
+        # Call for createModel
+        iSectionModel1 = self.column.createModel()
+        iSectionModel2 = self.beam.createModel()
+        weldModel = self.weld.createModel()
+        plateModel = self.plate.createModel()
+        
+        boltModels = []
+        for bolt in bolt_list:
+            boltModels.append(bolt.createModel())
+        
+        #color = Quantity_NOC_SADDLEBROWN,
+        nutModels = []
+        for nut in nut_list:
+            nutModels.append(nut.createModel())
+        
+        memberList  = [iSectionModel1,iSectionModel2,weldModel,plateModel,boltModels,nutModels]
+        
+        return memberList
\ No newline at end of file