def fire_bolt(worm, bolts): if worm.direction == UP: bolts.append( Bolt(UP, { X: worm.coordinates[HEAD][X], Y: worm.coordinates[HEAD][Y] - 1 })) elif worm.direction == DOWN: bolts.append( Bolt(DOWN, { X: worm.coordinates[HEAD][X], Y: worm.coordinates[HEAD][Y] + 1 })) elif worm.direction == LEFT: bolts.append( Bolt(LEFT, { X: worm.coordinates[HEAD][X] - 1, Y: worm.coordinates[HEAD][Y] })) elif worm.direction == RIGHT: bolts.append( Bolt(RIGHT, { X: worm.coordinates[HEAD][X] + 1, Y: worm.coordinates[HEAD][Y] }))
def initialiseNutBolts(self): b = self.bolt n = self.nut for i in range(self.row * self.col): 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.row * self.col): self.bolts1.append(Bolt(b.R, b.T, b.H, b.r)) self.nuts1.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): 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(self): b = self.bolt n = self.nut for i in range(self.row * self.col): 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): 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): 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): 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 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 __init__(self, manager): self.manager = manager self.abilities = { BOLT: Bolt(self.manager), BIND: Bind(self.manager), SUMMON: Summon(self.manager), BLOCK: Block(self.manager), IMBUE: Imbue(self.manager), INVOKE: Invoke(self.manager), RAY: Ray(self.manager), SHATTER: Shatter(self.manager), }
from spout import Spout from bolt import Bolt from thread import myThread import threading import time bolt1 = Bolt(1, 'bolt1', 32, 38, 8) bolt2 = Bolt(2, 'bolt2', 30, 35, 8) bolts = [bolt1, bolt2] spout1 = Spout(1, 'spout1', 0.2, bolts) spout2 = Spout(2, 'spout2', 0.25, bolts) spout3 = Spout(3, 'spout3', 0.5, [bolt2]) # Create new threads thread1 = myThread(1, "Thread-1", spout1, bolt1) thread2 = myThread(2, "Thread-2", spout2, bolt1) thread3 = myThread(3, "Thread-3", spout3, bolt2) threads = [thread1, thread2, thread3] # Start new Threads thread1.start() thread3.start() time.sleep(5) thread2.start()
def new_bolt_ability(inventory): return Bolt(inventory)
from bolt import Bolt #Creating all test cases #Creating a client client = Bolt('768d64d5-05b2-463b-95bc-98eedfc5abe7', 'BOLT3432361') #Testing digitalWrite result = client.digitalWrite('0', 'HIGH') #Testing digitalRead #result = client.digitalRead('0') #Testing analogWrite #result = client.analogWrite('A0','127') #Testing analogRead #result = client.analogRead('A0') #Testing UART commands #result = client.serialBegin('9600') #result = client.serialRead('12') #result = client.serialWrite('hello') #Version check #result = client.version() #Device Restart #result = client.restart()
def create3DBeamWebBeamWeb(self): '''self,uiObj,resultObj,dictbeamdata,dictcoldata): creating 3d cad model with beam web beam web ''' ##### PRIMARY BEAM PARAMETERS ##### pBeam_D = int(self.dictcoldata[QString("D")]) pBeam_B = int(self.dictcoldata[QString("B")]) pBeam_tw = float(self.dictcoldata[QString("tw")]) pBeam_T = float(self.dictcoldata[QString("T")]) pBeam_alpha = float(self.dictcoldata[QString("FlangeSlope")]) pBeam_R1 = float(self.dictcoldata[QString("R1")]) pBeam_R2 = float(self.dictcoldata[QString("R2")]) pBeam_length = 800.0 # This parameter as per view of 3D cad model # beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) column = ISection(B=pBeam_B, T=pBeam_T, D=pBeam_D, t=pBeam_tw, R1=pBeam_R1, R2=pBeam_R2, alpha=pBeam_alpha, length=pBeam_length, notchObj=None) ##### SECONDARY BEAM PARAMETERS ###### sBeam_D = int(self.dictbeamdata[QString("D")]) sBeam_B = int(self.dictbeamdata[QString("B")]) sBeam_tw = float(self.dictbeamdata[QString("tw")]) sBeam_T = float(self.dictbeamdata[QString("T")]) sBeam_alpha = float(self.dictbeamdata[QString("FlangeSlope")]) sBeam_R1 = float(self.dictbeamdata[QString("R1")]) sBeam_R2 = float(self.dictbeamdata[QString("R2")]) # --Notch dimensions notchObj = Notch(R1=pBeam_R1, height=(pBeam_T + pBeam_R1), width=((pBeam_B - (pBeam_tw + 40)) / 2.0 + 10), length=sBeam_B) # column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) beam = ISection(B=sBeam_B, T=sBeam_T, D=sBeam_D, t=sBeam_tw, R1=sBeam_R1, R2=sBeam_R2, alpha=sBeam_alpha, length=500, notchObj=notchObj) #### WELD,PLATE,BOLT AND NUT PARAMETERS ##### fillet_length = self.resultObj['Plate']['height'] fillet_thickness = self.resultObj['Weld']['thickness'] plate_width = self.resultObj['Plate']['width'] plate_thick = self.uiObj['Plate']['Thickness (mm)'] bolt_dia = self.uiObj["Bolt"]["Diameter (mm)"] bolt_r = bolt_dia / 2 bolt_R = self.bolt_R nut_R = bolt_R bolt_T = self.bolt_T bolt_Ht = self.bolt_Ht nut_T = self.nut_T nut_Ht = 12.2 # 150 # plate = Plate(L= 300,W =100, T = 10) plate = Plate(L=fillet_length, W=plate_width, T=plate_thick) # Fweld1 = FilletWeld(L= 300,b = 6, h = 6) Fweld1 = FilletWeld(L=fillet_length, b=fillet_thickness, h=fillet_thickness) # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) gap = sBeam_tw + plate_thick + nut_T nutBoltArray = NutBoltArray(self.resultObj, nut, bolt, gap) beamwebconn = BeamWebBeamWeb(column, beam, notchObj, plate, Fweld1, nutBoltArray) beamwebconn.create_3dmodel() return beamwebconn
def create3DColFlangeBeamWeb(self): ''' Creating 3d cad model with column flange beam web connection ''' # self.dictbeamdata = self.fetchBeamPara() # self.resultObj = self.call_finCalculation() fillet_length = self.resultObj['Plate']['height'] fillet_thickness = self.resultObj['Weld']['thickness'] plate_width = self.resultObj['Plate']['width'] plate_thick = self.uiObj['Plate']['Thickness (mm)'] ##### BEAM PARAMETERS ##### beam_D = int(self.dictbeamdata[QString("D")]) beam_B = int(self.dictbeamdata[QString("B")]) beam_tw = float(self.dictbeamdata[QString("tw")]) beam_T = float(self.dictbeamdata[QString("T")]) beam_alpha = float(self.dictbeamdata[QString("FlangeSlope")]) beam_R1 = float(self.dictbeamdata[QString("R1")]) beam_R2 = float(self.dictbeamdata[QString("R2")]) beam_length = 500.0 # This parameter as per view of 3D cad model # beam = ISectionold(B = 140, T = 16,D = 400,t = 8.9, R1 = 14, R2 = 7, alpha = 98,length = 500) beam = ISection(B=beam_B, T=beam_T, D=beam_D, t=beam_tw, R1=beam_R1, R2=beam_R2, alpha=beam_alpha, length=beam_length, notchObj=None) ##### COLUMN PARAMETERS ###### column_D = int(self.dictcoldata[QString("D")]) column_B = int(self.dictcoldata[QString("B")]) column_tw = float(self.dictcoldata[QString("tw")]) column_T = float(self.dictcoldata[QString("T")]) column_alpha = float(self.dictcoldata[QString("FlangeSlope")]) column_R1 = float(self.dictcoldata[QString("R1")]) column_R2 = float(self.dictcoldata[QString("R2")]) # column = ISectionold(B = 83, T = 14.1, D = 250, t = 11, R1 = 12, R2 = 3.2, alpha = 98, length = 1000) column = ISection(B=column_B, T=column_T, D=column_D, t=column_tw, R1=column_R1, R2=column_R2, alpha=column_alpha, length=1000, notchObj=None) #### WELD,PLATE,BOLT AND NUT PARAMETERS ##### fillet_length = self.resultObj['Plate']['height'] fillet_thickness = self.resultObj['Weld']['thickness'] plate_width = self.resultObj['Plate']['width'] plate_thick = self.uiObj['Plate']['Thickness (mm)'] bolt_dia = self.uiObj["Bolt"]["Diameter (mm)"] bolt_r = bolt_dia / 2 # bolt_R = self.boltHeadDia_Calculation(bolt_dia) /2 bolt_R = self.bolt_R # bolt_R = bolt_r + 7 nut_R = bolt_R # bolt_T = self.boltHeadThick_Calculation(bolt_dia) bolt_T = self.bolt_T # bolt_T = 10.0 # minimum bolt thickness As per Indian Standard # bolt_Ht = self.boltLength_Calculation(bolt_dia) bolt_Ht = self.bolt_Ht # bolt_Ht =100.0 # minimum bolt length as per Indian Standard # nut_T = self.nutThick_Calculation(bolt_dia)# bolt_dia = nut_dia nut_T = self.nut_T # nut_T = 12.0 # minimum nut thickness As per Indian Standard nut_Ht = 12.2 # # plate = Plate(L= 300,W =100, T = 10) plate = Plate(L=fillet_length, W=plate_width, T=plate_thick) # Fweld1 = FilletWeld(L= 300,b = 6, h = 6) Fweld1 = FilletWeld(L=fillet_length, b=fillet_thickness, h=fillet_thickness) # bolt = Bolt(R = bolt_R,T = bolt_T, H = 38.0, r = 4.0 ) bolt = Bolt(R=bolt_R, T=bolt_T, H=bolt_Ht, r=bolt_r) # nut =Nut(R = bolt_R, T = 10.0, H = 11, innerR1 = 4.0, outerR2 = 8.3) nut = Nut(R=bolt_R, T=nut_T, H=nut_Ht, innerR1=bolt_r) gap = beam_tw + plate_thick + nut_T nutBoltArray = NutBoltArray(self.resultObj, nut, bolt, gap) colflangeconn = ColFlangeBeamWeb(column, beam, Fweld1, plate, nutBoltArray) colflangeconn.create_3dmodel() return colflangeconn