def createWedgeGeometry(self):
wedgeL_1 = FilletWeld(b=self.T, h=self.T, L=self.L)
wedgeL_2 = copy.deepcopy(wedgeL_1)
wedgeW_1 = FilletWeld(b=self.T, h=self.T, L=self.W)
wedgeW_2 = copy.deepcopy(wedgeW_1)
wedgeL_1uDir = numpy.array([-1.0, 0.0, 0.0])
wedgeL_1wDir = numpy.array([0.0, -1.0, 0.0])
wedgeL_1.place(self.p3, wedgeL_1uDir, wedgeL_1wDir)
wedgeL_1Model = wedgeL_1.create_model()
wedgeL_2uDir = numpy.array([1.0, 0.0, 0.0])
wedgeL_2wDir = numpy.array([0.0, 1.0, 0.0])
wedgeL_2.place(self.p1, wedgeL_2uDir, wedgeL_2wDir)
wedgeL_2Model = wedgeL_2.create_model()
wedgeW_1uDir = numpy.array([0.0, 1.0, 0.0])
wedgeW_1wDir = numpy.array([-1.0, 0.0, 0.0])
wedgeW_1.place(self.p4, wedgeW_1uDir, wedgeW_1wDir)
wedgeW_1Model = wedgeW_1.create_model()
#
wedgeW_2uDir = numpy.array([0.0, -1.0, 0.0])
wedgeW_2wDir = numpy.array([1.0, 0.0, 0.0])
wedgeW_2.place(self.p2, wedgeW_2uDir, wedgeW_2wDir)
wedgeW_2Model = wedgeW_2.create_model()
wedge = BRepAlgoAPI_Fuse(wedgeL_1Model, wedgeL_2Model).Shape()
wedge = BRepAlgoAPI_Fuse(wedge, wedgeW_1Model).Shape()
wedge = BRepAlgoAPI_Fuse(wedge, wedgeW_2Model).Shape()
return wedge
def initialiseWelds(self):
w = self.welds
p = self.intermittentPlate
for i in np.arange(self.no_intermitent_connections):
self.weldsabw.append(FilletWeld(w.h, w.b, w.L))
self.weldsblw.append(FilletWeld(w.h, w.b, w.L))
self.weldsabw1.append(FilletWeld(w.h, w.b, w.L))
self.weldsblw1.append(FilletWeld(w.h, w.b, w.L))
self.plates.append(Plate(p.L, p.W, p.T))
column = ISection(B=250,
T=13.5,
D=450,
t=9.8,
R1=15,
R2=75,
alpha=94,
length=1000,
notchObj=None)
flangePlate = Plate(L=550, W=210, T=14)
innerFlangePlate = Plate(L=550, W=80, T=14)
webPlate = Plate(L=365, W=170, T=8)
gap = 10
flangePlateWeldL = FilletWeld(h=5, b=5, L=flangePlate.L)
flangePlateWeldW = FilletWeld(h=5, b=5, L=flangePlate.W)
innerflangePlateWeldL = FilletWeld(h=5, b=5, L=innerFlangePlate.L)
innerflangePlateWeldW = FilletWeld(h=5, b=5, L=innerFlangePlate.W)
webPlateWeldL = FilletWeld(h=5, b=5, L=webPlate.L)
webPlateWeldW = FilletWeld(h=5, b=5, L=webPlate.W)
CCSpliceCoverPlateCAD = CCSpliceCoverPlateWeldedCAD(
column, flangePlate, innerFlangePlate, webPlate, gap, flangePlateWeldL,
flangePlateWeldW, innerflangePlateWeldL, innerflangePlateWeldW,
webPlateWeldL, webPlateWeldW)
CCSpliceCoverPlateCAD.create_3DModel()
column = CCSpliceCoverPlateCAD.get_column_models()
# from cad.common_logic import CommonDesignLogic
# from OCC.Core.Graphic3d import Quantity_NOC_GRAY as GRAY
from OCC.Core.Quantity import Quantity_NOC_GRAY25 as GRAY
from OCC.gp import gp_Pnt
from OCC.Display.SimpleGui import init_display
display, start_display, add_menu, add_function_to_menu = init_display()
column = ISection(B=250, T=13.7, D=450, t=9.8, R1=15.0, R2=7.5, alpha=94, length=1500, notchObj=None)
baseplate = Plate(L=650, W=415, T=45)
weldType = 'Groove' # 'Fillet'
if weldType == 'Fillet':
weldAbvFlang = FilletWeld(b=10, h=10, L=250)
weldBelwFlang = FilletWeld(b=10, h=10, L=100)
weldSideWeb = FilletWeld(b=10, h=10, L=420)
else:
weldAbvFlang = GrooveWeld(b=column.T, h=10, L=column.B)
weldBelwFlang = GrooveWeld(b=column.T, h=10, L=column.B)
weldSideWeb = GrooveWeld(b=column.t, h=10, L=column.D)
# concrete = Concrete(L= baseplate.W*1.5, W= baseplate.L*1.5, T= baseplate.T*10)
concrete = Plate(L=baseplate.L * 1.5, W=baseplate.W * 1.5, T=baseplate.T * 10)
grout = Grout(L=concrete.L, W=concrete.W, T=50)
gusset = StiffenerPlate(L=baseplate.W, W=200, T=14, L11=(baseplate.W - (column.B + 100)) / 2, L12=200 - 100,
R11=(baseplate.W - (column.B + 100)) / 2, R12=200 - 100)
stiffener = StiffenerPlate(L=(baseplate.L - column.D - 2 * gusset.T) / 2, W=gusset.W, T=gusset.T,
L11=(baseplate.L - column.D - 2 * gusset.T) / 2 - 50, L12=gusset.W - 100)
from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
from utilities import osdag_display_shape
# from cad.common_logic import CommonDesignLogic
from OCC.gp import gp_Pnt
from OCC.Display.SimpleGui import init_display
display, start_display, add_menu, add_function_to_menu = init_display()
member_data = 'Star Angles' #'Back to Back Channels'# #'Channels' # 'Back to Back Angles' #'Angles' #'
loc = 'Long Leg' # 'Short Leg'#
weld_size = 6
s = max(15, weld_size)
intermittentPlate = Plate(L=195, W=80, T=16)
welds = FilletWeld(h=5, b=5, L=intermittentPlate.W)
weld_plate_array = IntermittentWelds(member_data, welds, intermittentPlate)
if member_data == 'Channels' or member_data == 'Back to Back Channels':
member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=2000)
plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30)
plate_intercept = plate.L - s - 50
inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept)
opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D)
tensionCAD = TensionChannelWeldCAD(member_data, member, plate, inline_weld, opline_weld, weld_plate_array)
else:
member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0)
plate = GassetPlate(L=540 + 50, H=255, T=16, degree=30)
boltDir = numpy.array([0, 0, 1.0])
bolt = Bolt(R=6, T=5, H=6, r=3)
nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r)
nut_space = 10 + 5 + nut.T # member.T + plate.T + nut.T
Obj = 'Star Angles' # 'Back to Back Channels' #'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or
# nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space)
intermittentPlate = Plate(L=35 + 35 + 35, W=35 + 35, T=10)
# nut_bolt_array = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space)
#
# place = nut_bolt_array.place(nutboltArrayOrigin, gaugeDir, pitchDir, boltDir)
# nut_bolt_array_Model = nut_bolt_array.create_model()
welds = FilletWeld(h=5, b=5, L=intermittentPlate.W)
weld_plate_array = IntermittentWelds(Obj, welds, intermittentPlate)
place = weld_plate_array.place(nutboltArrayOrigin, pitchDir, gaugeDir,
boltDir)
weld_plate_array.create_model()
welds = weld_plate_array.get_welded_models()
plates = weld_plate_array.get_plate_models()
# array = nut_bolt_array.get_models()
# nbarray = nut_bolt_array.get_nut_bolt_models()
# parray = nut_bolt_array.get_plate_models()
# array = nut_bolts[0]
# for comp in nut_bolts:
# array = BRepAlgoAPI_Fuse(comp, array).Shape()
from OCC.gp import gp_Pnt
from OCC.Display.SimpleGui import init_display
display, start_display, add_menu, add_function_to_menu = init_display()
member_data = 'Star Angles' # 'Back to Back Angles' #'Angles' #''Back to Back Channels'#'Channels' # #
loc = 'Long Leg' # 'Short Leg'#
weld_size = 6
s = max(15, weld_size)
if member_data == 'Channels' or member_data == 'Back to Back Channels':
member = Channel(B=75, T=10.2, D=175, t=6, R1=0, R2=0, L=5000)
plate = GassetPlate(L=560 + 50, H=210, T=16, degree=30)
plate_intercept = plate.L - s - 50
inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept)
opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.D)
tensionCAD = TensionChannelWeldCAD(member_data, member, plate,
inline_weld, opline_weld)
else:
member = Angle(L=2000.0, A=70.0, B=20.0, T=5.0, R1=0.0, R2=0.0)
plate = GassetPlate(L=540 + 50, H=255, T=5, degree=30)
plate_intercept = plate.L - s - 50
inline_weld = FilletWeld(b=weld_size, h=weld_size, L=plate_intercept)
if loc == 'Long Leg':
opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.A)
else:
opline_weld = FilletWeld(b=weld_size, h=weld_size, L=member.B)