concrete= SIA262_materials.c30_37
reinfSteel= SIA262_materials.B500A
reinfConcreteSectionDistribution= RC_material_distribution.RCMaterialDistribution()
sections= reinfConcreteSectionDistribution.sectionDefinition
execfile('generic_layers_aux.py')
#instances of element_section_map.RCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
deckRCSects= element_section_map.RCSlabBeamSection(name='deckRCSects',sectionDescr='slab of shell elements',concrType=concrete, reinfSteelType=reinfSteel,depth=deckThickness)
deckLong= def_simple_RC_section.ReinfRow(rebarsDiam=16e-3,areaRebar= areaFi16,rebarsSpacing=0.150,width=1.0,nominalCover=0.040)
deckRCSects.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([deckLong]) #long. sup.
deckRCSects.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([deckLong]) #long. inf.
deckTransv= def_simple_RC_section.ReinfRow(rebarsDiam=13e-3,areaRebar= (areaFi12+areaFi14)/2.0,rebarsSpacing=0.150,width=1.0,nominalCover=0.040)
deckRCSects.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([deckTransv]) #transv. sup.
deckRCSects.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([deckTransv]) #transv. inf.
sections.append(deckRCSects)
parapetBodyRCSects= element_section_map.RCSlabBeamSection(name='parapetBodyRCSects',sectionDescr='slab of shell elements',concrType=concrete, reinfSteelType=reinfSteel,depth=parapetBodyThickness)
parapetBodyHoriz= def_simple_RC_section.ReinfRow(rebarsDiam=16e-3,areaRebar= areaFi16,rebarsSpacing=0.150,width=1.0,nominalCover=0.040)
parapetBodyRCSects.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([parapetBodyHoriz]) #horiz. sup.
parapetBodyRCSects.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([parapetBodyHoriz]) #horiz. inf.
parapetBodyVert= def_simple_RC_section.ReinfRow(rebarsDiam=13e-3,areaRebar= (areaFi12+areaFi14)/2.0,rebarsSpacing=0.150,width=1.0,nominalCover=0.040)
parapetBodyRCSects.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([parapetBodyVert]) #vert. sup.
parapetBodyRCSects.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([parapetBodyVert]) #vert. inf.
rebarsSpacing=s * 1e-3,
width=1.0,
nominalCover=c * 1e-3)
rnom = 35 #recubrimiento nominal
#instances of element_section_map.RCSlabBeamSection that define the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
losSupV2RCSects = element_section_map.RCSlabBeamSection(
name='losSupV2RCSects',
sectionDescr='losa aligerada, cara superior.',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=espLosAlig,
elemSet=losSupV2)
#D1: transversal rebars
#D2: longitudinal rebars
#positiv: top face
#negativ: bottom face
losSupV2RCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rebars(16, 200, rnom)])
losSupV2RCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rebars(12, 200, rnom)])
losSupV2RCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rebars(16, 200, rnom + 20)])
losSupV2RCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rebars(12, 200, rnom + 20)])
# -*- coding: utf-8 -*- #import os #import xc_base #import geom #import xc from materials.sections.fiber_section import def_simple_RC_section as rcs from postprocess import element_section_map # **Concrete sections #instances of element_section_map.RCSlabBeamSection that define the #variables that make up THE TWO reinforced concrete sections in the two #reinforcement directions of a slab or the front and back ending sections #of a beam element deckRCSects= element_section_map.RCSlabBeamSection(name='deckRCSects',sectionDescr='slab of shell elements',concrType=concrete, reinfSteelType=reinfSteel,depth=deckTh,elemSet=decks) deckRCSects.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([rcs.rebLayer_mm(12,150,35)]) deckRCSects.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([rcs.rebLayer_mm(12,200,35)]) deckRCSects.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([rcs.rebLayer_mm(16,250,35)]) deckRCSects.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([rcs.rebLayer_mm(16,100,35)]) import math areaFi8=math.pi*0.008**2/4. shear1=rcs.ShearReinforcement(familyName= "shear1",nShReinfBranches= 1.0,areaShReinfBranch= areaFi8,shReinfSpacing= 0.20,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.radians(30)) shear2=rcs.ShearReinforcement(familyName= "shear2",nShReinfBranches= 1.0,areaShReinfBranch= areaFi8,shReinfSpacing= 0.15,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.radians(30)) deckRCSects.dir1ShReinfY=shear1 deckRCSects.dir2ShReinfY=shear2 footRCSects= element_section_map.RCSlabBeamSection(name='footRCSects',sectionDescr='footation',concrType=concrete, reinfSteelType=reinfSteel,depth=footTh,elemSet=foot) #D1: transversal rebars #D2: longitudinal rebars
import math
from postprocess import element_section_map
#Auxiliary data
execfile('../basic_data.py')
rnom = 35 #recubrimiento nominal (todos los elementos)
#instances of element_section_map.RCSlabBeamSection that define the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
zapRCSects = element_section_map.RCSlabBeamSection(name='zapRCSects',
sectionDescr='zapata',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=cantoZap,
elemSet=zap)
#D1: longitudinal rebars
#D2: transversal rebars
#positiv: top face
#negativ: bottom face
zapRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(25, 200, rnom)])
zapRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(20, 200, rnom + 25)])
zapRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(25, 200, rnom)])
zapRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(20, 200, rnom + 25)])
execfile('../arm_def.py')
rnom = 35 #recubrimiento nominal
#instances of element_section_map.RCSlabBeamSection that define the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
#losa [losaZonaArm1,losaZonaArm2, ...]
losaRCSects = []
for st in sets_arm_losa:
losaRCSects.append(
element_section_map.RCSlabBeamSection(
name=st.name + 'RCSects',
sectionDescr='losa, zona de armado ' + st.name[-2:],
concrType=concrete,
reinfSteelType=reinfSteel,
depth=cantoLosa,
elemSet=st))
#cartabón derecho interno [CartIntZonaArm1,CartIntZonaArm2, ...]
cartIntRCSects = []
for st in sets_arm_cartInt:
cartIntRCSects.append(
element_section_map.RCSlabBeamSection(
name=st.name + 'RCSects',
sectionDescr='cartabón interno, zona de armado ' + st.name[-2:],
concrType=concrete,
reinfSteelType=reinfSteel,
depth=eCartInt,
elemSet=st))
#cartabón derecho externo [CartExtZonaArm1,CartExtZonaArm2, ...]
#Auxiliary data
execfile('../basic_data.py')
rnom = 35 #recubrimiento nominal
areaFi16 = math.pi * (16 * 1e-3)**2 / 4.0
#instances of element_section_map.RCSlabBeamSection that define the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
losSupV2RCSects = element_section_map.RCSlabBeamSection(
name='losSupV2RCSects',
sectionDescr='losa aligerada, cara superior.',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=espLosAlig,
elemSet=losSupV2)
#D1: transversal rebars
#D2: longitudinal rebars
#positiv: top face
#negativ: bottom face
losSupV2RCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(25, 400, rnom)])
losSupV2RCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(20, 400, rnom + espLosAlig / 2.)])
losSupV2RCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(16, 200, rnom + 20)])
losSupV2RCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[rcs.rebLayer_mm(12, 200, rnom + espLosAlig / 2.)])
reinfSteel = SIA262_materials.B500A
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of element_section_map.RCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
deckRCSects = element_section_map.RCSlabBeamSection(
name='deckRCSects',
sectionDescr='slab of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
deckRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s150r35])
deckRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi22s150r35])
deckRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s150r35])
deckRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s150r35])
sections.append(deckRCSects)
foundRCSects = element_section_map.RCSlabBeamSection(name='foundRCSects',
sectionDescr='foundation',
areaRebar=areaFi8,
rebarsSpacing=0.200,
width=1.0,
nominalCover=0.044)
concrete = SIA262_materials.c30_37
reinfSteel = SIA262_materials.SpecialII1956SIA161
#
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
beamRCsects = element_section_map.RCSlabBeamSection(
name='beamRCsects',
sectionDescr='beam section',
concrType=concrete,
reinfSteelType=reinfSteel,
width=wbeam,
depth=hbeam)
beamRCsects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s200r44])
beamRCsects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s200r44])
beamRCsects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s200r44])
beamRCsects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s200r44])
sections.append(beamRCsects)
piersDiameter=1.0 # Equivalent rectangular section lRectEqPier=round(math.pi**0.5*piersDiameter/2.,3) concrete= EHE_materials.HA30 reinfSteel= EHE_materials.B500S nomCover=35 # nominal cover # *** Pier reinforcement *** pierLongReinf=[16,50] # Longitudinal reinforcement on each side of the pile. # Stirrups nlegs_m=3 # number of legs on each direction shearReinfDiameter=12 shearReinfSpacing=250 pierStirrups= [shearReinfDiameter,nlegs_m,shearReinfSpacing] piersRCSects= element_section_map.RCSlabBeamSection(name='piersRCSects',sectionDescr='piers',concrType=concrete, reinfSteelType=reinfSteel,width=lRectEqPier,depth=lRectEqPier,elemSet=None) piersRCSects.dir1PositvRebarRows= rcs.LongReinfLayers([rcs.rebLayer_mm(pierLongReinf[0],pierLongReinf[1],nomCover)]) piersRCSects.dir1NegatvRebarRows= rcs.LongReinfLayers([rcs.rebLayer_mm(pierLongReinf[0],pierLongReinf[1],nomCover)]) piersRCSects.dir2PositvRebarRows= rcs.LongReinfLayers([rcs.rebLayer_mm(pierLongReinf[0],pierLongReinf[1],nomCover)]) piersRCSects.dir2NegatvRebarRows= rcs.LongReinfLayers([rcs.rebLayer_mm(pierLongReinf[0],pierLongReinf[1],nomCover)]) # Shear reinforcement. piersRCSects.dir1ShReinfZ=rcs.ShearReinforcement(familyName= "sh",nShReinfBranches=pierStirrups[1],areaShReinfBranch= math.pi*(pierStirrups[0]*1e-3)**2/4.,shReinfSpacing=pierStirrups[2]*1e-3,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.pi/4.0) piersRCSects.dir2ShReinfZ=rcs.ShearReinforcement(familyName= "sh",nShReinfBranches=pierStirrups[1],areaShReinfBranch= math.pi*(pierStirrups[0]*1e-3)**2/4.,shReinfSpacing=pierStirrups[2]*1e-3,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.pi/4.0) piersRCSects.dir1ShReinfY=rcs.ShearReinforcement(familyName= "sh",nShReinfBranches=pierStirrups[1],areaShReinfBranch= math.pi*(pierStirrups[0]*1e-3)**2/4.,shReinfSpacing=pierStirrups[2]*1e-3,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.pi/4.0) piersRCSects.dir2ShReinfY=rcs.ShearReinforcement(familyName= "sh",nShReinfBranches=pierStirrups[1],areaShReinfBranch= math.pi*(pierStirrups[0]*1e-3)**2/4.,shReinfSpacing=pierStirrups[2]*1e-3,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.pi/4.0) # All this is made only to allow the # creation of the RCMaterialDistribution
width=1.0,
nominalCover=0.050)
fi26s250r30 = def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.030)
fi26s250r50 = def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.050)
FoundExtSlabRCSect = element_section_map.RCSlabBeamSection(
name='foundExtSlabRCSect',
sectionDescr="underpass.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.60)
#[0]: transversal rebars
#[1]: longitudinal rebars
FoundExtSlabRCSect.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi14s250r30])
FoundExtSlabRCSect.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi14s125r30, fi18s125r44])
FoundExtSlabRCSect.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s200r44])
FoundExtSlabRCSect.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s200r44])
sections.append(FoundExtSlabRCSect)
Twofi20r50 = def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,
areaRebar=areaFi20,
width=1.0,
nominalCover=0.050)
Twofi20r50.nRebars = 2
Twofi20r50.coverLat = 0.05
Twofi10r50 = def_simple_RC_section.ReinfRow(rebarsDiam=10e-3,
areaRebar=areaFi10,
width=1.0,
nominalCover=0.050)
Twofi10r50.nRebars = 2
Twofi10r50.coverLat = 0.05
cantlvRCSects = element_section_map.RCSlabBeamSection(
name='cantlvRCSects',
sectionDescr='cantilever of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=cantlvTh)
cantlvRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[Twofi20r50])
cantlvRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[Twofi10r50])
cantlvRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[Twofi20r50])
cantlvRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[Twofi20r50])
sections.append(cantlvRCSects)
concrete = SIA262_materials.c25_30
reinfSteel = SIA262_materials.B500A
coverForAll = 0.025
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
#execfile('../generic_layers_aux.py')
execfile('../generic_fis.py')
botColRCSects = element_section_map.RCSlabBeamSection(
name='botColRCSects',
sectionDescr='fut fondation',
concrType=concrete,
reinfSteelType=reinfSteel,
width=BCside - 0.25,
depth=BCside)
#auxiliar data
layer1 = def_simple_RC_section.ReinfRow(rebarsDiam=14e-3,
areaRebar=areaFi14,
rebarsSpacing=coverForAll + 14e-3,
width=BCside,
nominalCover=coverForAll)
layer1.nRebars = 8
layer2 = def_simple_RC_section.ReinfRow(rebarsDiam=10e-3,
areaRebar=areaFi10,
rebarsSpacing=coverForAll + 14e-3,
width=BCside,
nominalCover=coverForAll + 0.12)
nodes = preprocessor.getNodeHandler
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)
n1 = nodes.newNodeXYZ(0, 0, 0)
n2 = nodes.newNodeXYZ(1, 0, 0)
n3 = nodes.newNodeXYZ(1, 1, 0)
n4 = nodes.newNodeXYZ(0, 1, 0)
# Materials definition
h = 0.4 # thickness.
concrete = EHE_materials.HA30
reinfSteel = EHE_materials.B500S
rcSection = element_section_map.RCSlabBeamSection(name='rcSection',
sectionDescr='test',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=h)
memb1 = rcSection.getElasticMembranePlateSection(preprocessor)
elements = preprocessor.getElementHandler
elements.defaultMaterial = memb1.name
elem = elements.newElement("ShellMITC4",
xc.ID([n1.tag, n2.tag, n3.tag, n4.tag]))
g = 1.0 #9.81 # m/s2
# Element mass
eMass = elem.getArea(True) * concrete.density() * h
eForce = eMass * g
nForce = eForce / 4.0
reinfSteel = SIA262_materials.B500A
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of element_section_map.RCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
deckRCSects = element_section_map.RCSlabBeamSection(
name='deckRCSects',
sectionDescr='slab of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
deckRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s150r35]) #transv. sup.
deckRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s150r35]) #transv. inf.
deckRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s150r35]) #long. sup.
deckRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s150r35]) #long. inf.
sections.append(deckRCSects)
curbRCSects = element_section_map.RCSlabBeamSection(name='curbRCSects',
sectionDescr='curbs',
from materials.ehe import EHE_materials
concrete=EHE_materials.HA30
reinfSteel= EHE_materials.B500S
reinfConcreteSectionDistribution= RC_material_distribution.RCMaterialDistribution()
sections= reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of element_section_map.RCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
M1dintExtRCSects= element_section_map.RCSlabBeamSection(name='M1dintExtRCSects',sectionDescr='Módulo 1- dintel, zona extremos',concrType=concrete, reinfSteelType=reinfSteel,depth=deckTh)
M1dintExtRCSects.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s200r76]) #long. sup
M1dintExtRCSects.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s200r85]) #long. inf.
M1dintExtRCSects.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s100r60]) #transv. sup.
M1dintExtRCSects.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi25s200r60]) #transv. inf.
sh1=def_simple_RC_section.ShearReinforcement(familyName= "sh1",nShReinfBranches= 4.0,areaShReinfBranch= areaFi8,shReinfSpacing= 0.25,angAlphaShReinf= math.radians(90),angThetaConcrStruts= math.radians(30))
M1dintExtRCSects.dir2ShReinfY=sh1
sections.append(M1dintExtRCSects)
M1dintCentRCSects= element_section_map.RCSlabBeamSection(name='M1dintCentRCSects',sectionDescr='Módulo 1- dintel, zona central',concrType=concrete,reinfSteelType=reinfSteel,depth=deckTh)
M1dintCentRCSects.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s200r76]) #long. sup
M1dintCentRCSects.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s200r85]) #long. inf.
M1dintCentRCSects.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s200r60]) #transv. sup.
M1dintCentRCSects.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi25s200r60]) #transv. inf.
#Generic layers (rows of rebars). Other instance variables that we can define #for ReinfRows are coverLat and nRebars.If we define nRebars that #value overrides the rebarsSpacing barArea= 4e-4 barDiameter= math.sqrt(barArea)/math.pi reinfLayer= def_simple_RC_section.ReinfRow(rebarsDiam= barDiameter,areaRebar= barArea,rebarsSpacing=0.075,width=0.25,nominalCover=0.050) #instances of element_section_map.RCSlabBeamSection that defines the #variables that make up THE TWO reinforced concrete sections in the two #reinforcement directions of a slab or the front and back ending sections #of a beam element reinfSteel= ACI_materials.A615G60 reinfSteel.gammaS= 1.0/0.75 beamRCsect= element_section_map.RCSlabBeamSection(name='beamRCsect',sectionDescr='beam section',concrType=concr, reinfSteelType=reinfSteel,width= sectionGeometry.b,depth= sectionGeometry.h) beamRCsect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([reinfLayer]) beamRCsect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([reinfLayer]) beamRCsect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([reinfLayer]) beamRCsect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([reinfLayer]) sections.append(beamRCsect) # Spatial distribution of reinforced concrete # sections (assign RC sections to elements). reinfConcreteSectionDistribution.assign(elemSet=totalSet.getElements,setRCSects=beamRCsect) #Checking shear. lsd.shearResistance.controller= ACI_limit_state_checking.ShearController(limitStateLabel= lsd.shearResistance.label) lsd.shearResistance.controller.analysisToPerform= predefined_solutions.plain_newton_raphson lsd.normalStressesResistance.outputDataBaseFileName= 'resVerif'
concrete = SIA262_materials.c25_30
reinfSteel = SIA262_materials.B500A
coverForAll = 0.025
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
#execfile('../generic_layers_aux.py')
execfile('../generic_fis.py')
botColRCSects = element_section_map.RCSlabBeamSection(
name='botColRCSects',
sectionDescr='fut fondation prefabriqué',
concrType=concrete,
reinfSteelType=reinfSteel,
width=BCheight,
depth=BCwidth)
#auxiliar data
layer1 = def_simple_RC_section.ReinfRow(rebarsDiam=22e-3,
areaRebar=areaFi22,
rebarsSpacing=coverForAll + 22e-3,
width=BCheight,
nominalCover=coverForAll)
layer1.nRebars = 2
layer2 = def_simple_RC_section.ReinfRow(rebarsDiam=22e-3,
areaRebar=areaFi22,
rebarsSpacing=coverForAll + 22e-3,
width=BCheight,
nominalCover=coverForAll + 0.1)
#Reinforced concrete sections
from materials.sections.fiber_section import def_simple_RC_section
from postprocess import element_section_map
concrete = EC2_materials.C30
mainBottReinf = def_simple_RC_section.ReinfRow(rebarsDiam=fiBott,
areaRebar=math.pi * fiBott**2 /
4.,
width=width,
nominalCover=cover)
mainBottReinf.nRebars = nmbBarsBott
beamRCSect = element_section_map.RCSlabBeamSection(name='beamRCSect',
sectionDescr='beam',
concrType=concrete,
reinfSteelType=rfSteel,
width=width,
depth=depth,
elemSetName='total')
beamRCSect.dir1NegatvRebarRows = mainBottReinf
beamRCSect.dir2NegatvRebarRows = mainBottReinf
#list of RC sections (from those whose attributes (materials, geometry, refinforcement, set of elements to which apply, ... are defined in the file 'sectionsDef.py') that we want to process in order to run different limit-state checkings.
lstOfSectRecords = [beamRCSect]
from postprocess import RC_material_distribution
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition #sections container
for secRec in lstOfSectRecords:
secRec.fiberSectionParameters.concrType.initTensStiff = 'Y' #tension stiffening initialized in
concrete = EHE_materials.HA30
reinfSteel = EHE_materials.B500S
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of element_section_map.RCSlabBeamSection that defines the
#variables that make up THE TWO reinforced concrete sections in the two
#reinforcement directions of a slab or the front and back ending sections
#of a beam element
dintelRCSects = element_section_map.RCSlabBeamSection(
name='dintel',
sectionDescr='dintel',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
dintelRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s150r60]) #long. sup.
dintelRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s200r60]) #long. inf.
dintelRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s200r60]) #transv.sup
dintelRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi20s150r60, fi20s150r60]) #transv.inf
sections.append(dintelRCSects)
fi16s150r35=def_simple_RC_section.ReinfRow(rebarsDiam=16e-3,areaRebar= areaFi16,rebarsSpacing=0.150,width=1.0,nominalCover=0.035)
fi16s250r56=def_simple_RC_section.ReinfRow(rebarsDiam=16e-3,areaRebar= areaFi16,rebarsSpacing=0.250,width=1.0,nominalCover=0.056)
fi18s125r30=def_simple_RC_section.ReinfRow(rebarsDiam=18e-3,areaRebar= areaFi18,rebarsSpacing=0.125,width=1.0,nominalCover=0.030)
fi18s125r44=def_simple_RC_section.ReinfRow(rebarsDiam=18e-3,areaRebar= areaFi18,rebarsSpacing=0.125,width=1.0,nominalCover=0.044)
fi18s150r35=def_simple_RC_section.ReinfRow(rebarsDiam=18e-3,areaRebar= areaFi18,rebarsSpacing=0.150,width=1.0,nominalCover=0.035)
fi20s250r30=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing=0.250,width=1.0,nominalCover=0.030)
fi20s150r35=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing=0.150,width=1.0,nominalCover=0.035)
fi22s150r35=def_simple_RC_section.ReinfRow(rebarsDiam=22e-3,areaRebar= areaFi22,rebarsSpacing=0.150,width=1.0,nominalCover=0.035)
fi20s125r30=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing=0.125,width=1.0,nominalCover=0.030)
fi20s125r50=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing=0.125,width=1.0,nominalCover=0.050)
fi26s250r30=def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,areaRebar= areaFi26,rebarsSpacing=0.250,width=1.0,nominalCover=0.030)
fi26s250r50=def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,areaRebar= areaFi26,rebarsSpacing=0.250,width=1.0,nominalCover=0.050)
fi26s150r35=def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,areaRebar= areaFi26,rebarsSpacing=0.150,width=1.0,nominalCover=0.035)
UpDeckExtSlabRCSect= element_section_map.RCSlabBeamSection('upDeckExtSlabRCSect',"underpass.",concrete, reinfSteel,upDeckTh)
#[0]: transversal rebars
#[1]: longitudinal rebars
UpDeckExtSlabRCSect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi20s150r35,fi20s150r35])
UpDeckExtSlabRCSect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi22s150r35])
UpDeckExtSlabRCSect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s150r35])
UpDeckExtSlabRCSect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s150r35])
sections.append(UpDeckExtSlabRCSect)
UpDeckIntSlabRCSect= element_section_map.RCSlabBeamSection('upDeckIntSlabRCSect',"underpass.",concrete, reinfSteel,upDeckTh)
#[0]: transversal rebars
#[1]: longitudinal rebars
UpDeckIntSlabRCSect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s150r35])
UpDeckIntSlabRCSect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi26s150r35,fi22s150r35])
UpDeckIntSlabRCSect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s150r35])
__email__= "*****@*****.**" from materials.sections.fiber_section import def_simple_RC_section from materials.sia262 import SIA262_materials from materials.sia262 import SIA262_limit_state_checking from postprocess import element_section_map from postprocess import limit_state_data as lsd concrete= SIA262_materials.c30_37 reinfSteel= SIA262_materials.B500B areaFi14= SIA262_materials.section_barres_courantes[14e-3] fi14s150r40= def_simple_RC_section.ReinfRow(rebarsDiam=14e-3,areaRebar= areaFi14,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.040) fi14s150r50=def_simple_RC_section.ReinfRow(rebarsDiam=14e-3,areaRebar= areaFi14,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.050) slab30RCSect= element_section_map.RCSlabBeamSection(name='slab30RCSect',sectionDescr="foundation slab thickness 30 cm.",concrType=concrete, reinfSteelType=reinfSteel,depth=0.3) slab30RCSect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi14s150r40]) #Longitudinal slab30RCSect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi14s150r40]) # slab30RCSect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi14s150r50]) #Transverse slab30RCSect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi14s150r50]) # slab30RCSect.createSections() shearController= SIA262_limit_state_checking.ShearController(lsd.shearResistance.label) #rcSection= slab30RCSect.lstRCSects[0] rcSection= slab30RCSect.lstRCSects[1] shearController.setSection(rcSection) VuTmp= rcSection.getRoughVcuEstimation() VyTmp= -1768.49921973
reinfSteel = EHE_materials.B500S
areaFi8 = 0.50e-4 #XXX Rebar area expressed in square meters.
areaFi10 = 0.785e-4
areaFi12 = 1.13e-4
areaFi16 = 2.01e-4
areaFi20 = 3.14e-4
areaFi25 = 4.608e-4
basicCover = 0.06
numReinfBarsT = 5
sepT = 1.0 / numReinfBarsT
numReinfBarsL = 7
sepL = 1.0 / numReinfBarsL
sections = reinfConcreteSections.sectionDefinition
deckSections = element_section_map.RCSlabBeamSection("deck", "RC deck.",
concrete, reinfSteel, 0.3)
deckSections.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
])
deckSections.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
])
deckSections.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,
areaRebar=areaFi20,
nominalCover=0.050)
fi26s150r40 = def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.040)
fi26s150r50 = def_simple_RC_section.ReinfRow(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.050)
deckSlabRCSect = element_section_map.RCSlabBeamSection(
name='deckSlabRCSect',
sectionDescr="estacade.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.20)
#[0]: rebars on back end section.
#[1]: rebars on front end section
deckSlabRCSect.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi12s150r40]) #Ok
deckSlabRCSect.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi12s150r40]) #Ok
deckSlabRCSect.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi12s150r40]) #Ok
deckSlabRCSect.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi12s150r40]) #Ok
sections.append(deckSlabRCSect)
