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'''
Created on 11-May-2015
@author: deepa
'''
import numpy
from OCC.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
from bolt import Bolt
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,NutBoltArray):
self.column = column
self.beam = beam
self.weldLeft = Fweld
self.weldRight = copy.deepcopy(Fweld)
self.plate = plate
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
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)
# # 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
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)
uDir555 = numpy.array([0.0, -1.0, 0])
wDir5 = 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
# ## 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 get_models(self):
'''
'''
return [self.columnModel,self.beamModel,
self.weldModelLeft,self.weldModelRight,
self.plateModel]+self.boltModels + self.nutModels
|
