def __init__(self, D, B, T, t, s, l, t1, H):
self.B = B
self.T = T
self.D = D
self.t = t
self.l = l
self.s = s
self.t1 = t1
self.H = H
self.Isection1 = ISection(B, T, D, t, 0, 0, 0, H, None)
self.Isection2 = ISection(B, T, D, t, 0, 0, 0, H, None)
self.Plate1 = Plate(t1, H, l)
self.Plate2 = Plate(t1, H, l)
def __init__(self, D, B, T, t, s, l, t1, H):
self.B = B
self.T = T
self.D = D
self.t = t
self.l = l
self.s = s
self.t1 = t1
self.H = H
self.sec_origin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
self.Plate1 = Plate(t1, H, l)
self.Plate2 = Plate(t1, H, l)
self.channel1 = Channel(B, T, D, t, 0, 0, H)
self.channel2 = Channel(B, T, D, t, 0, 0, H)
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))
def __init__(self, A, B, t, H, s, s1):
self.A = A
self.B = B
self.H = H
self.t = t
self.s = s
self.B = s + t
self.s1 = s1
self.A = s1 + t
self.sec_origin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
self.vDir = self.wDir * self.uDir
self.plate1 = Plate(self.B, H, t)
self.plate2 = Plate(t, H, self.A)
self.plate3 = Plate(self.B, H, t)
self.plate4 = Plate(t, H, self.A)
def initialiseNutBolts(self):
b = self.bolt
n = self.nut
p = self.intermittentPlate
for i in np.arange(self.row * self.no_intermitent_connections):
bolt_len_required = float(self.gap)
b.H = bolt_len_required + 10
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
self.boltsabv.append(Bolt(b.R, b.T, b.H, b.r))
self.nutsabv.append(Nut(n.R, n.T, n.H, n.r1))
for i in np.arange(self.no_intermitent_connections):
self.plates.append(Plate(p.L, p.W, p.T))
def __init__(self, a, b, t, l, t1, H):
self.l = l
self.a = a
self.b = b
self.t = t
self.t1 = t1
self.H = H
self.sec_origin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
self.vDir = self.wDir * self.uDir
self.angle1 = Angle(H, a, b, t, 0, 0)
self.angle2 = Angle(H, b, a, t, 0, 0)
self.plate1 = Plate(l, H, t1)
def __init__(self, a, b, t, l, t1, l1, H, s, s1):
self.l = s + 2 * t1
self.a = a
self.b = b
self.t = t
self.s = s
self.s1 = s1
self.t1 = t1
self.l1 = s1 + 2 * t1 + 2 * t
self.H = H
self.sec_origin = numpy.array([0, 0, 0])
self.uDir = numpy.array([1.0, 0, 0])
self.wDir = numpy.array([0.0, 0, 1.0])
self.vDir = self.wDir * self.uDir
self.angle1 = Angle(H, a, b, t, 0, 0)
self.angle2 = Angle(H, b, a, t, 0, 0)
self.angle3 = Angle(H, a, b, t, 0, 0)
self.angle4 = Angle(H, b, a, t, 0, 0)
self.plate1 = Plate(self.l, H, t1)
self.plate2 = Plate(t1, H, self.l1)
self.plate3 = Plate(self.l, H, t1)
self.plate4 = Plate(t1, H, self.l1)
def createPlateGeometry(self):
body = Plate(L=self.L, W=self.W, T=self.T)
body.place(self.sec_origin, self.uDir, self.wDir)
part1 = body.create_model()
return part1
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=13.5,
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,
def __init__(self, C, column, flangePlate, innerFlangePlate, webPlate,
flangePlateWeldL, flangePlateWeldW, innerflangePlateWeldL,
innerflangePlateWeldW, webPlateWeldL, webPlateWeldW):
self.C = C
self.column = column
self.flangePlate = flangePlate
self.innerFlangePlate = innerFlangePlate
self.webPlate = webPlate
self.flangePlateWeldL = flangePlateWeldL
self.flangePlateWeldW = flangePlateWeldW
self.webPlateWeldL = webPlateWeldL
self.webPlateWeldW = webPlateWeldW
self.innerflangePlateWeldL = innerflangePlateWeldL
self.innerflangePlateWeldW = innerflangePlateWeldW
self.gap = float(self.C.flange_plate.gap)
self.flangespace = float(self.C.flangespace)
self.webspace = float(self.C.webspace)
self.column1 = copy.deepcopy(self.column)
self.column2 = copy.deepcopy(self.column)
self.flangePlate1 = copy.deepcopy(self.flangePlate)
self.flangePlate2 = copy.deepcopy(self.flangePlate)
self.innerFlangePlate1 = copy.deepcopy(self.innerFlangePlate)
self.innerFlangePlate2 = copy.deepcopy(self.innerFlangePlate)
self.innerFlangePlate3 = copy.deepcopy(self.innerFlangePlate)
self.innerFlangePlate4 = copy.deepcopy(self.innerFlangePlate)
self.webPlate1 = copy.deepcopy(self.webPlate)
self.webPlate2 = copy.deepcopy(self.webPlate)
# nuber top to bottom
self.flangePlateWeldL11 = copy.deepcopy(self.flangePlateWeldL)
self.flangePlateWeldL12 = copy.deepcopy(self.flangePlateWeldL)
self.flangePlateWeldL21 = copy.deepcopy(self.flangePlateWeldL)
self.flangePlateWeldL22 = copy.deepcopy(self.flangePlateWeldL)
self.flangePlateWeldW11 = copy.deepcopy(self.flangePlateWeldW)
self.flangePlateWeldW12 = copy.deepcopy(self.flangePlateWeldW)
self.flangePlateWeldW21 = copy.deepcopy(self.flangePlateWeldW)
self.flangePlateWeldW22 = copy.deepcopy(self.flangePlateWeldW)
# Todo: update numbering
self.webPlateWeldL11 = copy.deepcopy(self.webPlateWeldL)
self.webPlateWeldL12 = copy.deepcopy(self.webPlateWeldL)
self.webPlateWeldL21 = copy.deepcopy(self.webPlateWeldL)
self.webPlateWeldL22 = copy.deepcopy(self.webPlateWeldL)
self.webPlateWeldW11 = copy.deepcopy(self.webPlateWeldW)
self.webPlateWeldW12 = copy.deepcopy(self.webPlateWeldW)
self.webPlateWeldW21 = copy.deepcopy(self.webPlateWeldW)
self.webPlateWeldW22 = copy.deepcopy(self.webPlateWeldW)
# numbering is clock wise starting from right side top plate
self.innerflangePlateWeldL11 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL12 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL21 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL22 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL31 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL32 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL41 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldL42 = copy.deepcopy(
self.innerflangePlateWeldL)
self.innerflangePlateWeldW11 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW12 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW21 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW22 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW31 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW32 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW41 = copy.deepcopy(
self.innerflangePlateWeldW)
self.innerflangePlateWeldW42 = copy.deepcopy(
self.innerflangePlateWeldW)
self.weldCutPlate = Plate(L=self.column.D + 4 * self.flangePlate.T,
W=self.column.B + 2 * self.flangePlate.T,
T=self.gap)
nutboltArrayOrigin = numpy.array([0., 0., 0.])
gaugeDir = numpy.array([1.0, 0, 0])
pitchDir = numpy.array([0, 1.0, 0])
boltDir = numpy.array([0, 0, 1.0])
numberOfBolts = 12
column = ISection(B=250,
T=13.7,
D=450,
t=9.8,
R1=14.0,
R2=7.0,
alpha=94,
length=1500,
notchObj=None)
baseplate = Plate(L=700, W=500, T=30)
l = 550
c = 225
a = 175
r = 24
ex_length = (50 + 24 + baseplate.T) # nut.T = 24
bolt = AnchorBolt_A(l=250, c=125, a=75, r=12, ex=ex_length)
# bolt = AnchorBolt_B(l= 250, c= 125, a= 75, r= 12)
# bolt = AnchorBolt_Endplate(l= 250, c= 125, a= 75, r= 12)
nut = Nut(R=bolt.r * 3, T=24, H=30, innerR1=bolt.r)
washer = Washer(a=8 * bolt.r, d=2 * bolt.r, t=2)
nutSpace = bolt.c + baseplate.T
import OCC.Core.V3d
from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1
from OCC.Core.Graphic3d import Graphic3d_NOT_2D_ALUMINUM
from utilities import osdag_display_shape
# 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)
# 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()
Obj = 'Star Angles' #'Back to Back Channels' # 'Channels' #' #'Angles' # or 'Back to Back Angles' 'Channels' or
# weld_size = 6
# s = max(15, weld_size)
plate = GassetPlate(L=360 + 50, H=205.0, T=10, degree=30)
bolt = Bolt(R=8, T=5, H=6, r=3)
nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r)
intermittentPlate = Plate(L= 2*125 , W=70, T=plate.T)
if Obj == 'Channels' or Obj == 'Back to Back Channels':
member = Channel(B=50, T=6.6, D=125, t=3, R1=6.0, R2=2.4, L=4000)
# plate_intercept = plate.L - s - 50
if Obj == 'Channels':
nut_space = member.t + plate.T + nut.T # member.T + plate.T + nut.T
else:
nut_space = 2 * member.t + plate.T + nut.T # 2*member.T + plate.T + nut.T
# plateObj = 0.0
nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space)
intermittentConnection = IntermittentNutBoltPlateArray(Obj, nut, bolt, intermittentPlate, nut_space)
tensionCAD = TensionChannelBoltCAD(Obj, member, plate, nut_bolt_array, intermittentConnection)
from OCC.Core.Quantity import Quantity_NOC_SADDLEBROWN, Quantity_NOC_BLUE1
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)
from cad.items.plate import Plate
from cad.items.bolt import Bolt
from cad.items.nut import Nut
from cad.items.filletweld import FilletWeld
from cad.items.groove_weld import GrooveWeld
from cad.MomentConnections.CCEndPlateCAD.nutBoltPlacement import NutBoltArray
import OCC.Core.V3d
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=12.7, D=400, t=9.1, R1=11, R2=5.5, alpha=94, length=1000, notchObj=None)
endPlate = Plate(L=column.D, W=column.B, T=45)
flangeWeld = GrooveWeld(b=column.T, h=20, L=column.B)
webWeld = GrooveWeld(b=column.t, h=20, L=column.D - 2 * column.T)
bolt = Bolt(R=14, T=10, H=13, r=8)
nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r)
nut_space = 2 * endPlate.T + nut.T # member.T + plate.T + nut.T
Obj = '6'
nut_bolt_array = NutBoltArray(Obj, nut, bolt, nut_space)
CCEndPlate = CCEndPlateCAD(column, endPlate, flangeWeld, webWeld, nut_bolt_array)
CCEndPlate.create_3DModel()
column = CCEndPlate.get_column_models()
plates = CCEndPlate.get_plate_models()
display, start_display, add_menu, add_function_to_menu = init_display()
nutboltArrayOrigin = numpy.array([0., 0., 0.])
gaugeDir = numpy.array([0.0, 1.0, 0])
pitchDir = numpy.array([1.0, 0.0, 0])
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()
import OCC.Core.V3d
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=206.4,
T=17.3,
D=215.8,
t=10,
R1=15,
R2=75,
alpha=94,
length=1000,
notchObj=None)
flangePlate = Plate(L=240, W=203.6, T=10)
innerFlangePlate = Plate(L=240, W=85, T=10)
webPlate = Plate(L=600, W=120, T=8)
gap = 10
bolt = Bolt(R=12, T=5, H=6, r=6)
nut = Nut(R=bolt.R, T=bolt.T, H=bolt.T + 1, innerR1=bolt.r)
nut_space = 2 * flangePlate.T + column.T
Obj = '6'
numOfboltsF = 24
plateAbvFlangeL = 100
nut_bolt_array_AF = NutBoltArray_AF(Obj, nut, bolt, numOfboltsF, nut_space)
nut_bolt_array_BF = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space)
numOfboltsF = 24
nut_space = 2 * webPlate.T + column.t