def initialiseNutBolts(self):
b = self.bolt
n = self.nut
if not self.flag:
self.column = self.col
else:
self.column = int(self.col * 2)
for i in range(self.row * self.column):
bolt_len_required = float(b.T + self.sgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
for i in range(self.brow * self.bcol):
bolt_len_required = float(b.T + self.sbgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bbolts.append(Bolt(b.R, b.T, b.H, b.r))
self.bnuts.append(Nut(n.R, n.T, n.H, n.r1))
for i in range(self.topcliprow * self.topclipcol):
bolt_len_required = float(b.T + self.tgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.topclipbolts.append(Bolt(b.R, b.T, b.H, b.r))
self.topclipnuts.append(Nut(n.R, n.T, n.H, n.r1))
for i in range(self.topclipbrow * self.topclipbcol):
bolt_len_required = float(b.T + self.tbgap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.topclipbbolts.append(Bolt(b.R, b.T, b.H, b.r))
self.topclipbnuts.append(Nut(n.R, n.T, n.H, n.r1))
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 initialise_nut_bolts(self):
b = self.bolt
n = self.nut
for i in np.arange(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts_BF(self):
'''
:return: This initializes required number of bolts and nuts for below flange.
'''
b_BF = self.bolt
n_BF = self.nut
for j in range(self.numOfboltsF):
bolt_length_required = float(n_BF.H + self.nutSpaceF)
b_BF.H = bolt_length_required + 10
self.bolts_BF.append(Bolt(b_BF.R, b_BF.T, b_BF.H, b_BF.r))
self.nuts_BF.append(Nut(n_BF.R, n_BF.T, n_BF.H, n_BF.r1))
def initialise_nut_bolts(self):
b = self.bolt
n = self.nut
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
# Newly added
for i in range(self.cRow * self.cCol):
bolt_len_required = float(b.T + self.cGap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.cBolts.append(Bolt(b.R, b.T, b.H, b.r))
self.cNuts.append(Nut(n.R, n.T, n.H, n.r1))
for i in range(self.cRow * self.cCol):
bolt_len_required = float(b.T + self.cGap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.cBolts1.append(Bolt(b.R, b.T, b.H, b.r))
self.cNuts1.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts(self):
'''
Initializing the Nut and Bolt
'''
b = self.bolt
n = self.nut
for i in range(self.row * self.col):
bolt_len_required = float(b.T + self.gap)
b.H = bolt_len_required + (5 - bolt_len_required) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts_Web(self):
'''
:return: This initializes required number of bolts and nuts for web bolting.
'''
b_W = self.bolt
n_W = self.nut
for k in range(self.numOfboltsW):
bolt_length_required = float(n_W.H + self.nutSpaceW)
b_W.H = bolt_length_required + 10
self.bolts_W.append(Bolt(b_W.R, b_W.T, b_W.H, b_W.r))
self.nuts_W.append(Nut(n_W.R, n_W.T, n_W.H, n_W.r1))
def initialiseNutBolts(self):
'''
Initialise the Nut and Bolt
'''
b = self.bolt
n = self.nut
for i in range(self.numOfBolts):
bolt_length_required = float(b.T + self.gap)
b.H = bolt_length_required + (bolt_length_required - 5) % 5
self.bolts.append(Bolt(b.R, b.T, b.H, b.r))
self.nuts.append(Nut(n.R, n.T, n.H, n.r1))
def initialiseNutBolts_AF(self):
'''
:return: This initializes required number of bolts and nuts for above flange.
'''
b_AF = self.bolt
n_AF = self.nut
for i in range(self.numOfboltsF):
bolt_length_required = float(n_AF.H +
self.nutSpaceF) #todo: anjali
b_AF.H = bolt_length_required + (bolt_length_required - 5) % 5
self.bolts_AF.append(Bolt(b_AF.R, b_AF.T, b_AF.H, b_AF.r))
# print("bolt", b_AF.R, b_AF.T, b_AF.H, b_AF.r)
self.nuts_AF.append(Nut(n_AF.R, n_AF.T, n_AF.H, n_AF.r1))
# 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)
type = 'gusset' # 'no_gusset'
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)
numberOfBolts = 4
nutSpace = bolt.c + baseplate.T
bolthight = nut.T + 50
nut_bolt_array = NutBoltArray(column, baseplate, nut, bolt, numberOfBolts, nutSpace)
basePlate = BasePlateCad(column, nut_bolt_array, bolthight, baseplate, weldAbvFlang, weldBelwFlang, weldSideWeb,
concrete, gusset, stiffener, grout)
basePlate.create_3DModel()
prism = basePlate.get_models()
column = basePlate.get_column_model()
plate = basePlate.get_plate_connector_models()
weld = basePlate.get_welded_models()
nut_bolt = basePlate.get_nut_bolt_array_models()
if __name__ == '__main__':
from cad.items.bolt import Bolt
from cad.items.nut import Nut
import numpy
from OCC.gp import gp_Pnt
from OCC.Display.SimpleGui import init_display
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])
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 = 10 + 5 + nut.T # member.T + plate.T + nut.T
Obj = '6'
boltDir = numpy.array([0, 0, 1.0])
numOfboltsF = 24
plateAbvFlangeL = 100
nut_bolt_array = NutBoltArray_BF(Obj, nut, bolt, numOfboltsF, nut_space)
nut_bolt_array.placeBF(nutboltArrayOrigin, pitchDir, gaugeDir, boltDir, plateAbvFlangeL)
nut_bolt_array.create_modelBF()
array = nut_bolt_array.get_modelsBF()
Point = gp_Pnt(0.0, 0.0, 0.0)
display.DisplayMessage(Point, "Origin")
