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-rw-r--r--Connections/Shear/Finplate/colWebBeamWebConnectivity.py165
1 files changed, 52 insertions, 113 deletions
diff --git a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
index 6a98a99..46bdc27 100644
--- a/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
+++ b/Connections/Shear/Finplate/colWebBeamWebConnectivity.py
@@ -12,51 +12,54 @@ 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
+from nutBoltPlacement import NutBoltArray
+#from Connections.Shear.Finplate.nutBoltPlacement import NutBoltArray
class ColWebBeamWeb(object):
- def __init__(self,column,beam,Fweld,plate,NutBoltArray):
+ 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.NutBoltArray = NutBoltArray
+ 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.clearDist = 20.0 # This distance between edge of the column web/flange and beam cross section
def create_3dmodel(self):
-
- # ISection COLUMN
+ self.creatColumGeometry()
+ self.createBeamGeometry()
+ self.createPlateGeometry()
+ self.createFilletWeldGeometry()
+ self.createNutBoltArray()
+
+ # Call for createModel
+ self.columnModel = self.column.createModel()
+ self.beamModel = self.beam.createModel()
+ self.plateModel = self.plate.createModel()
+ self.weldModelLeft = self.weldLeft.createModel()
+ self.weldModelRight = self.weldRight.createModel()
+ self.nutboltArrayModels = self.nutBoltArray.createModel()
+
+ def creatColumGeometry(self):
columnOrigin = numpy.array([0, 0, 0])
column_uDir = numpy.array([1.0, 0, 0])
wDir1 = numpy.array([0.0, 0, 1.0])
- t = 8.9
- weldThick = 8
-
self.column.place(columnOrigin, column_uDir, wDir1)
- # ISection BEAM
- uDir2 = numpy.array([0, 1.0, 0])
- wDir2 = numpy.array([1.0, 0, 0.0])
- d = t/2.0 + weldThick
- origin2 = columnOrigin + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.clearDist * self.column.uDir)
- #origin2 = numpy.array([0, 0, 500]) + (d+7.55) * wDir2
- #origin2 = numpy.array([0, 0, 500]) + 20 * 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)
+ def createBeamGeometry(self):
+ uDir = numpy.array([0, 1.0, 0])
+ wDir = numpy.array([1.0, 0, 0.0])
+ origin2 = self.column.secOrigin + (self.column.t/2 * self.column.uDir) + (self.column.length/2 * self.column.wDir) + (self.clearDist * self.column.uDir)
+ self.beam.place(origin2, uDir, wDir)
- # # WELD
- #
+ def createButtWeld(self):
+ pass
# plateThickness = 10
# uDir3 = numpy.array([0, 1.0, 0])
# wDir3 = numpy.array([1.0, 0, 0.0])
@@ -67,107 +70,43 @@ class ColWebBeamWeb(object):
# 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
+ def createPlateGeometry(self):
plateOrigin = (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.plate.T/2.0 * (-self.beam.uDir))
- #origin4 = self.column.secOrigin + self.weld.T * self.weld.wDir
-
- self.plate.place(plateOrigin, uDir4, wDir4)
-
-# # Weld
- uDir5 = numpy.array([1.0, 0.0, 0])
- wDir5 = numpy.array([0.0, 0.0, 1.0])
- filletWeld1Origin = (plateOrigin + self.plate.T/2.0 *self.weldLeft.vDir + self.weldLeft.L/2.0 * (-self.weldLeft.wDir) )
- self.weldLeft.place(filletWeld1Origin, uDir5, wDir5)
+ uDir = numpy.array([0, 1.0, 0])
+ wDir = numpy.array([1.0, 0, 0.0])
+ self.plate.place(plateOrigin, uDir, wDir)
+
+ def createFilletWeldGeometry(self):
+ uDir = numpy.array([1.0, 0.0, 0])
+ wDir = numpy.array([0.0, 0.0, 1.0])
+ filletWeld1Origin = (self.plate.secOrigin + self.plate.T/2.0 *self.weldLeft.vDir + self.weldLeft.L/2.0 * (-self.weldLeft.wDir) )
+ self.weldLeft.place(filletWeld1Origin, uDir, wDir)
-
- uDir555 = numpy.array([0.0, -1.0, 0])
- wDir5 = numpy.array([0.0, 0.0, 1.0])
+ uDir1 = numpy.array([0.0, -1.0, 0])
+ wDir1 = numpy.array([0.0, 0.0, 1.0])
filletWeld2Origin = (filletWeld1Origin + self.plate.T * (-self.weldLeft.vDir))
- self.weldRight.place(filletWeld2Origin,uDir555,wDir5)
-
-
-
- # 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 +
- self.plate.W/2.0 * self.plate.wDir)
-
- uDir5 = self.plate.wDir
- wDir5 = self.plate.uDir
+ self.weldRight.place(filletWeld2Origin,uDir1,wDir1)
-# ## 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]
-
- #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 = 11, innerR1 = 4.0, 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 = 11, innerR1 = 4.0, 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 = 11, innerR1 = 4.0, 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)
- self.nuts = [nut1,nut2,nut3]
-
-
- # Call for createModel
- self.columnModel = self.column.createModel()
- self.beamModel = self.beam.createModel()
- 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())
-
- #color = Quantity_NOC_SADDLEBROWN,
- for nut in self.nuts:
- self.nutModels.append(nut.createModel())
-
- # memberList = [iSectionModel1,iSectionModel2,weldModel1,weldModel2,
- # plateModel] + boltModels + nutModels
- # objshearfinplate = ShearFinPlate(iSectionModel1,iSectionModel2,)
- #
- # print("memberList #####")
- # print(len(memberList))
- #return memberList
+ def createNutBoltArray(self):
+ nutboltArrayOrigin = self.plate.secOrigin + self.plate.T/2.0 * self.plate.uDir - self.plate.L/2.0 * self.plate.vDir
+ gaugeDir = self.plate.wDir
+ pitchDir = self.plate.vDir
+ boltDir = self.plate.uDir
+ self.nutBoltArray.place(nutboltArrayOrigin, gaugeDir, pitchDir,boltDir)
def get_models(self):
- '''
+ '''Returning 3D models
'''
return [self.columnModel,self.beamModel,
self.weldModelLeft,self.weldModelRight,
- self.plateModel]+self.boltModels + self.nutModels \ No newline at end of file
+ self.plateModel]+ self.nutBoltArray.getnutboltModels()
+
+
+
+
+ \ No newline at end of file
generated by cgit (git 2.34.1) at 2024-12-20 09:04:40 +0000