# gammaSoils: list of weight density for each soil (from top to
# bottom)
# zWater: global Z coordinate of groundwater level
# (if zGroundwater<minimum z of model => there is no groundwater)
# gammaWater: weight density of water
# qUnif: uniform load over the backfill surface (defaults to 0)
# vDir: unit xc vector defining pressures direction
soil01 = ep.EarthPressureModel(zGround=zList[lastZpos] - 3,
zBottomSoils=[-10],
KSoils=[KearthPress],
gammaSoils=[densSoil * grav],
zWater=0,
gammaWater=densWater * grav)
earthPressLoadWall = loads.EarthPressLoad(name='earthPressLoadWall',
xcSet=wall,
soilData=soil01,
vDir=xc.Vector([0, 1, 0]))
earthPressLoadColumn = loads.EarthPressLoad(name='earthPressLoadColumn',
xcSet=columnZconcr,
soilData=soil01,
vDir=xc.Vector([0, 1, 0]))
soil02 = ep.EarthPressureModel(zGround=zList[lastZpos],
zBottomSoils=[-10],
KSoils=[0.001],
gammaSoils=[densSoil * grav],
zWater=0.05,
gammaWater=densWater * grav)
stripL01 = ep.StripLoadOnBackfill(qLoad=2e5,
zLoad=zList[lastZpos],
gm.IJKRange((0, lastYpos, 0), (lastXpos, lastYpos, lastZpos))
],
setName='murd_z1_set')
# empuje del terreno
zGroundZ1 = zList[lastZpos] + deckTh / 2.0
soilZ1 = ep.EarthPressureModel(zGround=zGroundZ1,
zBottomSoils=[-10],
KSoils=[K0],
gammaSoils=[densrell * grav],
zWater=-10.0,
gammaWater=grav)
ep_muri_z1 = loads.EarthPressLoad(name='ep_muri_z1',
xcSet=muri_z1_set,
soilData=soilZ1,
vDir=xc.Vector([0, 1, 0]))
ep_murd_z1 = loads.EarthPressLoad(name='ep_murd_z1',
xcSet=murd_z1_set,
soilData=soilZ1,
vDir=xc.Vector([0, -1, 0]))
# ***LOAD CASES***
# G1: Peso propio
G1 = lcases.LoadCase(preprocessor=prep,
name="G1",
loadPType="default",
timeSType="constant_ts")
G1.create()
G1.addLstLoads([selfWeight])
#G2: carga muerta sobre dintel
zGroundZ2=zList[lastZpos]+deckTh/2.0+(Hrelli+Hrelld)/2.0 zGroundZ3=zList[lastZpos]+deckTh/2.0+Hrelli+Hbali zGroundZ4=zList[lastZpos]+deckTh/2.0+Hrelld+Hbald zGroundZ4_desbalastado=zList[lastZpos]+deckTh/2.0+Hrelld soilZ1_1=ep.EarthPressureModel( zGround=zGroundZ1_1,zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=-10.0, gammaWater=grav) soilZ1_2=ep.EarthPressureModel(zGround=zGroundZ1_2,zBottomSoils=[-10], KSoils=[K0], gammaSoils=[densrell*grav], zWater=-10.0, gammaWater=grav) soilZ1_3=ep.EarthPressureModel(zGround=zGroundZ1_3, zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=-10.0, gammaWater=grav) soilZ2=ep.EarthPressureModel(zGround=zGroundZ2, zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=0, gammaWater=0) soilZ3=ep.EarthPressureModel(zGround=zGroundZ3, zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=-10, gammaWater=grav) soilZ4=ep.EarthPressureModel(zGround=zGroundZ4, zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=-10, gammaWater=0) soilZ4_desbal=ep.EarthPressureModel(zGround=zGroundZ4_desbalastado, zBottomSoils=[-10], KSoils=[K0],gammaSoils=[densrell*grav], zWater=-10, gammaWater=grav) ep_muri_z1_1= loads.EarthPressLoad(name= 'ep_muri_z1_1', xcSet=muri_z1_1_set,soilData=soilZ1_1, vDir=xc.Vector([0,1,0])) ep_muri_z1_2= loads.EarthPressLoad(name= 'ep_muri_z1_2', xcSet=muri_z1_2_set,soilData=soilZ1_2, vDir=xc.Vector([0,1,0])) ep_muri_z1_3= loads.EarthPressLoad(name= 'ep_muri_z1_3', xcSet=muri_z1_3_set,soilData=soilZ1_3, vDir=xc.Vector([0,1,0])) ep_muri_z2= loads.EarthPressLoad(name= 'ep_muri_z2', xcSet=muri_z2_set,soilData=soilZ2, vDir=xc.Vector([0,1,0])) ep_muri_z3= loads.EarthPressLoad(name= 'ep_muri_z3', xcSet=muri_z3_set,soilData=soilZ3, vDir=xc.Vector([0,1,0])) ep_muri_z4= loads.EarthPressLoad(name= 'ep_muri_z4', xcSet=muri_z4_set,soilData=soilZ4, vDir=xc.Vector([0,1,0])) ep_muri_z4_desbal= loads.EarthPressLoad(name= 'ep_muri_z4', xcSet=muri_z4_set,soilData=soilZ4_desbal, vDir=xc.Vector([0,1,0])) ep_murd_z1_1= loads.EarthPressLoad(name= 'ep_murd_z1_1', xcSet=murd_z1_1_set,soilData=soilZ1_1, vDir=xc.Vector([0,-1,0])) ep_murd_z1_2= loads.EarthPressLoad(name= 'ep_murd_z1_2', xcSet=murd_z1_2_set,soilData=soilZ1_2, vDir=xc.Vector([0,-1,0])) ep_murd_z1_3= loads.EarthPressLoad(name= 'ep_murd_z1_3', xcSet=murd_z1_3_set,soilData=soilZ1_3, vDir=xc.Vector([0,-1,0])) ep_murd_z2= loads.EarthPressLoad(name= 'ep_murd_z2', xcSet=murd_z2_set,soilData=soilZ2, vDir=xc.Vector([0,-1,0])) ep_murd_z3= loads.EarthPressLoad(name= 'ep_murd_z3', xcSet=murd_z3_set,soilData=soilZ3, vDir=xc.Vector([0,-1,0]))
# gammaSoil: weight density of soil
# zWater: global Z coordinate of groundwater level
# (if zGroundwater<minimum z of model => there is no groundwater)
# gammaWater: weight density of water
# vDir: unit xc vector defining pressures direction
soil01 = ep.EarthPressureModel(zGround=zList[lastZpos] + asphaltTh,
zBottomSoils=[-10],
KSoils=[KearthPress],
gammaSoils=[densSoil * grav],
zWater=-10.0,
gammaWater=densWater * grav)
leftWall = leftDownWall + leftUpWall
rightWall = rightDownWall + rightUpWall
earthPressLoadleftWall = loads.EarthPressLoad(name='earthPressLoadleftWall',
xcSet=leftWall,
soilData=soil01,
vDir=xc.Vector([1, 0, 0]))
earthPressLoadrightWall = loads.EarthPressLoad(name='earthPressLoadrightWall',
xcSet=rightWall,
soilData=soil01,
vDir=xc.Vector([-1, 0, 0]))
earthPressLoadmidWall = loads.EarthPressLoad(
name='earthPressLoadmidWall',
xcSet=midWall,
soilData=soil01,
vDir=xc.Vector([math.cos(fleetAngle), -math.sin(fleetAngle), 0]))
# ***LOAD CASES***
GselfWeight = lcases.LoadCase(preprocessor=prep,
name='GselfWeight',
loadPType="default",
loadVector=xc.Vector([0, 0,
-qunifTerr]))
# empuje del terreno
soil = ep.EarthPressureModel(K=K0,
zGround=zGround,
gammaSoil=densrell * grav,
zWater=-10.0,
gammaWater=grav)
qunifTerr = ep.StripLoadOnBackfill(qLoad=qunifTerr,
zLoad=zGround,
distWall=0,
stripWidth=10)
ep_aleti = loads.EarthPressLoad(name='ep_aleti',
xcSet=aleti,
soilData=soil,
vDir=xc.Vector([-1, 0, 0]))
ep_aletd = loads.EarthPressLoad(name='ep_aletd',
xcSet=aletd,
soilData=soil,
vDir=xc.Vector([1, 0, 0]))
ep_murestr = loads.EarthPressLoad(name='ep_murestr',
xcSet=murestr,
soilData=soil,
vDir=xc.Vector([0, -1, 0]))
SCep_aleti = loads.EarthPressLoad(name='SCep_aleti',
xcSet=aleti,
soilData=None,
vDir=xc.Vector([-1, 0, 0]))
SCep_aleti.stripLoads = [qunifTerr]
# zGround:global Z coordinate of ground level
# gammaSoil: weight density of soil
# zWater: global Z coordinate of groundwater level
# (if zGroundwater<minimum z of model => there is no groundwater)
# gammaWater: weight density of water
# vDir: unit xc vector defining pressures direction
soil01 = ep.EarthPressureModel(zGround=zList[lastZpos],
zBottomSoils=[-10],
KSoils=[KearthPress],
gammaSoils=[densSoil * grav],
zWater=-10.0,
gammaWater=densWater * grav)
earthPressLoadleftWall = loads.EarthPressLoad(name='earthPressLoadleftWall',
xcSet=leftWall,
soilData=soil01,
vDir=xc.Vector([1, 0, 0]))
earthPressLoadrightWall = loads.EarthPressLoad(name='earthPressLoadrightWall',
xcSet=rightWall,
soilData=soil01,
vDir=xc.Vector([-1, 0, 0]))
# ***LOAD CASES***
GselfWeight = lcases.LoadCase(preprocessor=prep,
name='GselfWeight',
loadPType="default",
timeSType="constant_ts")
GselfWeight.create()
GselfWeight.addLstLoads([selfWeight])
GdeadLoad = lcases.LoadCase(preprocessor=prep,
name='GdeadLoad',
