def getLoadCaseDispParameters(self,
setsToDispLoads,
setsToDispDspRot,
setsToDispIntForc,
unitsScaleForc=1e-3,
unitsScaleMom=1e-3,
unitsScaleDisp=1e3,
unitsDispl='[mm]'):
'''Return a suitable LoadCaseDispParameters for the combination.
:param setsToDispLoads: ordered list of sets of elements to display
loads.
:param setsToDispDspRot: ordered list of sets of elements to display
displacements.
:param setsToDispIntForc: ordered list of sets of elements to display
internal forces.
:param unitsScaleForc: factor to apply to internal forces if we want to
change the units (defaults to 1e-3).
:param unitsScaleMom: factor to apply to internal moments if we want to
change the units (defaults to 1e-3).
:param unitsScaleDispl: factor to apply to displacements if we want to
change the units (defaults to 1e3).
:param unitsDispl: text to especify the units in which displacements are
represented (defaults to '[mm]'
'''
retval = graphical_reports.LoadCaseDispParameters(
self.name, self.expr, self.expr, setsToDispLoads, setsToDispDspRot,
setsToDispIntForc)
retval.unitsScaleForc = unitsScaleForc
retval.unitsScaleMom = unitsScaleMom
retval.unitsScaleDispl = unitsScaleDisp
retval.unitsDispl = unitsDispl
return retval
# -*- coding: utf-8 -*- from postprocess.xcVtk import vtk_graphic_base from postprocess.reports import graphical_reports #Dead load cases G1=graphical_reports.LoadCaseDispParameters(loadCaseName='G1',loadCaseDescr='G1: peso propio',loadCaseExpr='1.0*G1',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) G2=graphical_reports.LoadCaseDispParameters(loadCaseName='G2',loadCaseDescr='G2: carga muerta',loadCaseExpr='1.0*G2',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) #Rheological load cases G3=graphical_reports.LoadCaseDispParameters(loadCaseName='G3',loadCaseDescr='G3: acciones reológicas',loadCaseExpr='1.0*G3',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) #Traffic load cases Q1a1=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1a1',loadCaseDescr='Q1a1: tren de cargas, posición A1',loadCaseExpr='1.0*Q1a1',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1a2=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1a2',loadCaseDescr='Q1a2: tren de cargas, posición A2',loadCaseExpr='1.0*Q1a2',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1b1=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1b1',loadCaseDescr='Q1b1: tren de cargas, posición B1',loadCaseExpr='1.0*Q1b1',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1b2=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1b2',loadCaseDescr='Q1b2: tren de cargas, posición B2',loadCaseExpr='1.0*Q1b2',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1c=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1c',loadCaseDescr='Q1c: tren de cargas, posición C',loadCaseExpr='1.0*Q1c',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1d=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1d',loadCaseDescr='Q1d: tren de cargas, posición D',loadCaseExpr='1.0*Q1d',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1e=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1e',loadCaseDescr='Q1e: tren de cargas, posición D',loadCaseExpr='1.0*Q1e',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1bFren=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1bFren',loadCaseDescr='Q1bFren: tren de cargas, posición B1 + frenado',loadCaseExpr='1.0*Q1bFren',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1dFren=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1dFren',loadCaseDescr='Q1dFren: tren de cargas, posición D + frenado',loadCaseExpr='1.0*Q1dFren',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q1eFren=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1eFren',loadCaseDescr='Q1eFren: tren de cargas, posición D + frenado',loadCaseExpr='1.0*Q1eFren',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) #Wind load cases Q21=graphical_reports.LoadCaseDispParameters(loadCaseName='Q21',loadCaseDescr='Q21: Viento aislado',loadCaseExpr='1.0*Q21',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q22=graphical_reports.LoadCaseDispParameters(loadCaseName='Q22',loadCaseDescr='Q22: Viento con SC uso',loadCaseExpr='1.0*Q22',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) ''' #Thermal load cases (uniform) Q31=graphical_reports.LoadCaseDispParameters(loadCaseName='Q31',loadCaseDescr='Q31: Temperatura uniforme, contracción',loadCaseExpr='1.0*Q31',setsToDispLoads=[overallSet],setsToDispDspRot=[overallSet],setsToDispIntForc=[]) Q32=graphical_reports.LoadCaseDispParameters(loadCaseName='Q32',loadCaseDescr='Q32: Temperatura uniforme, dilatación',loadCaseExpr='1.0*Q32',setsToDispLoads=[],setsToDispDspRot=[overallSet],setsToDispIntForc=[])
unitsScaleForc: factor to apply to internal forces if we want to change
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1=graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',loadCaseDescr='G1: self weight',loadCaseExpr='1.0*GselfWeight',setsToDispLoads=[shells],setsToDispDspRot=[shellsPcable],setsToDispIntForc=[deckCenter])
G1.unitsScaleLoads=1e-3
G1.unitsScaleForc=1e-3
G1.unitsScaleMom=1e-3
G1.unitsScaleDispl=1e3
G1.unitsDispl='[mm]'
G2=graphical_reports.LoadCaseDispParameters(loadCaseName='GdeadLoad',loadCaseDescr='G2: dead load',loadCaseExpr='1.0*GdeadLoad',setsToDispLoads=[shells],setsToDispDspRot=[shellsPcable],setsToDispIntForc=[deckCenter])
G2.unitsScaleLoads=1e-3
G2.unitsScaleForc=1e-3
G2.unitsScaleMom=1e-3
G2.unitsScaleDispl=1e3
G2.unitsDispl='[mm]'
QA=graphical_reports.LoadCaseDispParameters(loadCaseName='QliveLoadA',loadCaseDescr='QA: live load A',loadCaseExpr='1.0*QliveLoadA',setsToDispLoads=[shells],setsToDispDspRot=[shellsPcable],setsToDispIntForc=[deckCenter])
QA.unitsScaleLoads=1e-3
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
setsIntF = [allLosas, murAlig, diafRP]
setsBeamIntF = [riostrEstr, pilas]
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='G1',
loadCaseDescr='G1: peso propio',
loadCaseExpr='1.0*G1',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=setsIntF)
G1.unitsScaleLoads = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G1.unitsScaleMom = 1e-3
G1.unitsMom = '[m.kN]'
G1.unitsScaleForc = 1e-3
G1.unitsForc = '[kN]'
G1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
G1.setsToDispBeamIntForc = setsBeamIntF
G1.listBeamIntForc = ['N', 'My', 'Mz', 'Qy', 'Qz']
G2 = graphical_reports.LoadCaseDispParameters(loadCaseName='G2',
unitsScaleForc: factor to apply to internal forces if we want to change
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
'''
G1=graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',loadCaseDescr='G1: Poids propre',loadCaseExpr='1.0*GselfWeight',setsToDispLoads=[overallSet],setsToDispDspRot=[foundDeck,walls],setsToDispIntForc=[foundDeck,walls])
G1.unitsScaleLoads=1e-3
G1.unitsScaleDispl=1e3
G1.unitsDispl='[mm]'
G1.unitsScaleForc=1e-3
G1.unitsScaleMom=1e-3
G2=graphical_reports.LoadCaseDispParameters(loadCaseName='GdeadLoad',loadCaseDescr='G2: Poids propre non porteur',loadCaseExpr='1.0*GdeadLoad',setsToDispLoads=[overallSet],setsToDispDspRot=[foundDeck,walls],setsToDispIntForc=[foundDeck,walls])
#G2.setToDisplay=foundation
G2.unitsScaleLoads=1e-3
G2.unitsScaleDispl=1e3
G2.unitsDispl='[mm]'
G2.unitsScaleForc=1e-3
G2.unitsScaleMom=1e-3
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
LC1_deadLoadBearingStructure = graphical_reports.LoadCaseDispParameters(
loadCaseName='LC1_deadLoadBearingStructure',
loadCaseDescr='LC1: dead load of the bearing structure',
loadCaseExpr='1.0*LC1_deadLoadBearingStructure',
setsToDispLoads=[xcTotalSet],
setsToDispDspRot=[xcTotalSet],
setsToDispIntForc=[shellSet])
LC1_deadLoadBearingStructure.unitsScaleLoads = 1
LC1_deadLoadBearingStructure.unitsScaleDispl = 1e3
LC1_deadLoadBearingStructure.unitsDispl = '[mm]'
LC1_deadLoadBearingStructure.unitsScaleMom = 1
LC1_deadLoadBearingStructure.unitsMom = '[m.kN]'
LC1_deadLoadBearingStructure.unitsScaleForc = 1
LC1_deadLoadBearingStructure.unitsForc = '[kN]'
LC1_deadLoadBearingStructure.setsToDispBeamIntForc = [columnsSet]
LC1_deadLoadBearingStructure.listBeamIntForc = ['My', 'Mz', 'Qy', 'Qz', 'N']
LC1_deadLoadBearingStructure.cameraParameters = vtk_graphic_base.CameraParameters(
'-X-Y+Z')
LC1_deadLoadBearingStructure.setsToDispBeamLoads = []
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
Q1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='Q1',
loadCaseDescr='Q1: Prueba de carga estática',
loadCaseExpr='1.0*Q1',
setsToDispLoads=[overallSet],
setsToDispDspRot=[dintel],
setsToDispIntForc=[dintel])
Q1.unitsScaleLoads = 1e-3
Q1.unitsScaleDispl = 1e3
Q1.unitsDispl = '[mm]'
Q1.unitsScaleMom = 1e-3
Q1.unitsMom = '[m.kN]'
Q1.unitsScaleForc = 1e-3
Q1.unitsForc = '[kN]'
Q1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
Q1.listDspRot = []
Q1.listIntForc = ['M2']
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='lcase01',
loadCaseDescr='G1: self weight',
loadCaseExpr='1.0*lcase01',
setsToDispLoads=[],
setsToDispDspRot=[beamSet],
setsToDispIntForc=[])
G1.unitsScaleLoads = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G1.unitsScaleMom = 1e-3
G1.unitsMom = '[m.kN]'
G1.unitsScaleForc = 1e-3
G1.unitsForc = '[kN]'
G1.setsToDispBeamIntForc = [beamSet]
G1.listBeamIntForc = ['My', 'Mz', 'Qy', 'Qz', 'N']
G1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
G1.setsToDispBeamLoads = [beamSet]
G1.vectorScalePointLoads = 0.005
G1.compElLoad = 'axialComponent'
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='G1',
loadCaseDescr='G1: Peso propio',
loadCaseExpr='1.0*G1',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[losas_M1M2, hastIzq_M1M2])
G1.unitsScaleLoads = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G1.unitsScaleMom = 1e-3
G1.unitsMom = '[m.kN]'
G1.unitsScaleForc = 1e-3
G1.unitsForc = '[kN]'
G1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
G2a = graphical_reports.LoadCaseDispParameters(
loadCaseName='G2a',
loadCaseDescr='G2a: Carga muerta en servicio',
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
A1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='A1',
loadCaseDescr='A1: impact on parapet head',
loadCaseExpr='1.0*A1',
setsToDispLoads=[totalSet],
setsToDispDspRot=[shells],
setsToDispIntForc=[totalSet])
A1.unitsScaleLoads = 1e-3
A1.unitsScaleForc = 1e-3
A1.unitsScaleMom = 1e-3
A1.unitsScaleDispl = 1e3
A1.cameraParameters = vtk_graphic_base.CameraParameters('-X+Y+Z')
A1.unitsDispl = '[mm]'
A2 = graphical_reports.LoadCaseDispParameters(
loadCaseName='A2',
loadCaseDescr='A2: impact on parapet body',
loadCaseExpr='1.0*A2',
setsToDispLoads=[totalSet],
unitsScaleForc: factor to apply to internal forces if we want to change
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',
loadCaseDescr='G1: self weight',
loadCaseExpr='1.0*GselfWeight',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
G1.unitsScaleLoads = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G1.unitsScaleMom = 1e-3
G1.unitsMom = '[m.kN]'
G1.unitsScaleForc = 1e-3
G1.unitsForc = '[kN]'
G1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
Q1a=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1a',loadCaseDescr='Q1a: Tren de cargas centrado en ambas vías',loadCaseExpr='1.0*Q1a',setsToDispLoads=[marco],setsToDispDspRot=[dintel],setsToDispIntForc=[])
Q1a.unitsScaleLoads=1e-3
Q1a.unitsScaleDispl=1e3
Q1a.unitsDispl='[mm]'
Q1a.unitsScaleMom=1e-3
Q1a.unitsMom='[m.kN]'
Q1a.unitsScaleForc=1e-3
Q1a.unitsForc='[kN]'
Q1a.cameraParameters= vtk_graphic_base.CameraParameters('ZPos')
Q1a1via=graphical_reports.LoadCaseDispParameters(loadCaseName='Q1a1via',loadCaseDescr='Q1a1via: Tren de cargas centrado en una sola vía',loadCaseExpr='1.0*Q1a1via',setsToDispLoads=[marco],setsToDispDspRot=[dintel],setsToDispIntForc=[])
Q1a1via.unitsScaleLoads=1e-3
Q1a1via.unitsScaleDispl=1e3
Q1a1via.unitsDispl='[mm]'
Q1a1via.unitsScaleMom=1e-3
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',
loadCaseDescr='G1: self weight',
loadCaseExpr='1.0*GselfWeight',
setsToDispLoads=[shells],
setsToDispDspRot=[shells],
setsToDispIntForc=[shells])
G1.unitsScaleLoads = 1e-3
G1.unitsScaleForc = 1e-3
G1.unitsScaleMom = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G2 = graphical_reports.LoadCaseDispParameters(loadCaseName='GdeadLoad',
loadCaseDescr='G2: dead load',
loadCaseExpr='1.0*GdeadLoad',
setsToDispLoads=[shells],
setsToDispDspRot=[shells],
setsToDispIntForc=[shells])
G2.unitsScaleLoads = 1e-3
q_sit5 = lcases.LoadCase(preprocessor=prep, name="q_sit5")
q_sit5.create()
q_sit5.addLstLoads(qunif_sit5)
frenCent = lcases.LoadCase(preprocessor=prep, name="frenCent")
frenCent.create()
frenCent.addLstLoads([qfren_viaCent])
frenExt = lcases.LoadCase(preprocessor=prep, name="frenExt")
frenExt.create()
frenExt.addLstLoads([qfren_viaExt])
Q1a_1_carro = graphical_reports.LoadCaseDispParameters(
loadCaseName='Q1a_1_carro',
loadCaseDescr='Q1a_1_carro',
loadCaseExpr='1.0*Q1a_1_carro',
setsToDispLoads=[overallSet],
setsToDispDspRot=[],
setsToDispIntForc=[])
Q1a_1_carro.unitsScaleLoads = 1e-3
Q1a_1_carro.vectorScaleLoads = 0.020
Q1a_1_carro.unitsScaleDispl = 1e3
Q1a_1_carro.unitsDispl = '[mm]'
Q1a_1_carro.unitsScaleMom = 1e-3
Q1a_1_carro.unitsMom = '[m.kN]'
Q1a_1_carro.unitsScaleForc = 1e-3
Q1a_1_carro.unitsForc = '[kN]'
Q1a_1_carro.cameraParameters = vtk_graphic_base.CameraParameters('ZPos')
Q1a_2_carro = graphical_reports.LoadCaseDispParameters(
loadCaseName='Q1a_2_carro',
# -*- coding: utf-8 -*-
from postprocess.xcVtk import vtk_graphic_base
from postprocess.reports import graphical_reports
#Dead load cases
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='G1',
loadCaseDescr='G1: peso propio',
loadCaseExpr='1.0*G1',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
G2 = graphical_reports.LoadCaseDispParameters(loadCaseName='G2',
loadCaseDescr='G2: carga muerta',
loadCaseExpr='1.0*G2',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
#Rheological load cases
G3 = graphical_reports.LoadCaseDispParameters(
loadCaseName='G3',
loadCaseDescr='G3: acciones reológicas',
loadCaseExpr='1.0*G3',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
#Traffic load cases
Q1a1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='Q1a1',
loadCaseDescr='Q1a1: tren de cargas, posición A1',
loadCaseExpr='1.0*Q1a1',
views: "XYZPos", "XYZNeg", "XPos", "XNeg","YPos", "YNeg",
"ZPos", "ZNeg", "+X+Y+Z", "+X+Y-Z", "+X-Y+Z", "+X-Y-Z",
"-X+Y+Z", "-X+Y-Z",
"-X-Y+Z", "-X-Y-Z") (defaults to "XYZPos")
hCamFct: factor that applies to the height of the camera position
in order to change perspective of isometric views
(defaults to 1, usual values 0.1 to 10)
viewNameBeams: name of the view for beam elements displays (defaults to "XYZPos")
hCamFctBeams: factor that applies to the height of the camera position for
beam displays (defaults to 1)
'''
Q1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='qunifBeams',
loadCaseDescr='Q1: uniform load on beams',
loadCaseExpr='1.0*qunifBeams',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
Q1.unitsScaleLoads = 1e-3
Q1.unitsScaleDispl = 1e3
Q1.unitsDispl = '[mm]'
Q1.unitsScaleMom = 1e-3
Q1.unitsMom = '[m.kN]'
Q1.unitsScaleForc = 1e-3
Q1.unitsForc = '[kN]'
Q1.setsToDispBeamIntForc = [overallSet]
Q1.listBeamIntForc = ['My', 'Mz', 'Qy']
Q1.viewName = "XYZPos"
Q1.setsToDispBeamLoads = [overallSet]
Q1.compElLoad = 'transComponent'
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera (defaults to "XYZPos") when displaying beam elements
'''
Q1 = graphical_reports.LoadCaseDispParameters(
loadCaseName='Qcantlv',
loadCaseDescr='Q1: uniform load on the cantilever',
loadCaseExpr='1.0*Qcantlv',
setsToDispLoads=[xcTotalSet],
setsToDispDspRot=[xcTotalSet],
setsToDispIntForc=[xcTotalSet])
Q1.unitsScaleLoads = 1e-3
Q1.unitsScaleDispl = 1e3
Q1.unitsDispl = '[mm]'
Q1.unitsScaleMom = 1e-3
Q1.unitsMom = '[m.kN]'
Q1.unitsScaleForc = 1e-3
Q1.unitsForc = '[kN]'
Q1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
Q1.listDspRot = ['uZ']
Q1.listIntForc = ['M2', 'Q2']
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera when displaying beam elements (defaults to "XYZPos")
'''
G1=graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',loadCaseDescr='G1: self weight',loadCaseExpr='1.0*GselfWeight',setsToDispLoads=[],setsToDispDspRot=[colsSet],setsToDispIntForc=[])
G1.unitsScaleDispl=1e3
G1.unitsDispl='[mm]'
G1.unitsScaleLoads=1e-3
G1.unitsScaleMom=1e-3
G1.unitsMom='[m.kN]'
G1.unitsScaleForc=1e-3
G1.unitsForc='[kN]'
G1.setsToDispBeamIntForc=[colsSet]
G1.listBeamIntForc=['Mz','Qy','N']
G1.cameraParametersBeams= vtk_graphic_base.CameraParameters('YPos')
G1.setsToDispBeamLoads=[colsSet]
G1.vectorScalePointLoads=0.005
G1.compElLoad='transComponent'
Q1=graphical_reports.LoadCaseDispParameters(loadCaseName='Qwind',loadCaseDescr='Q1: wind',loadCaseExpr='1.0*Qwind',setsToDispLoads=[],setsToDispDspRot=[colsSet],setsToDispIntForc=[])
unitsScaleForc: factor to apply to internal forces if we want to change
the units (defaults to 1).
unitsForc: text to especify the units in which forces are
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1=graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',loadCaseDescr='G1: self weight',loadCaseExpr='1.0*GselfWeight',setsToDispLoads=[deck,found],setsToDispDspRot=[deck,found],setsToDispIntForc=[])
G1.unitsScaleLoads=1e-3
G1.unitsScaleDispl=1e3
G1.unitsDispl='[mm]'
G1.unitsScaleMom=1e-3
G1.unitsMom='[m.kN]'
G1.unitsScaleForc=1e-3
G1.unitsForc='[kN]'
G1.setsToDispBeamIntForc=[columnZ,beamX,beamY]
G1.listBeamIntForc=['My','Mz','Qy','Qz','N']
G1.cameraParameters= vtk_graphic_base.CameraParameters('XYZPos')
G1.setsToDispBeamLoads=[beamY]
G1.vectorScalePointLoads=0.005
G1.compElLoad='axialComponent'
represented (defaults to '[kN/m]')
unitsScaleMom: factor to apply to internal moments if we want to change
the units (defaults to 1).
unitsMom: text to especify the units in which bending moments are
represented (defaults to '[kN.m/m]')
cameraParameters: parameters that define the position and orientation of the
camera (defaults to "XYZPos")
cameraParametersBeams: parameters that define the position and orientation of the
camera for beam elements displays (defaults to "XYZPos")
'''
G1 = graphical_reports.LoadCaseDispParameters(loadCaseName='GselfWeight',
loadCaseDescr='G1: self weight',
loadCaseExpr='1.0*GselfWeight',
setsToDispLoads=[overallSet],
setsToDispDspRot=[overallSet],
setsToDispIntForc=[])
G1.unitsScaleLoads = 1e-3
G1.unitsScaleDispl = 1e3
G1.unitsDispl = '[mm]'
G1.unitsScaleMom = 1e-3
G1.unitsMom = '[m.kN]'
G1.unitsScaleForc = 1e-3
G1.unitsForc = '[kN]'
G1.setsToDispBeamIntForc = [columnZ, beamX, beamY]
G1.listBeamIntForc = ['My', 'Mz', 'Qy', 'Qz', 'N']
G1.cameraParameters = vtk_graphic_base.CameraParameters('XYZPos')
G1.setsToDispBeamLoads = [beamY]
G1.vectorScalePointLoads = 0.005
G1.compElLoad = 'transComponent'
