def __init__(self,
name='noName',
sectionDescr=None,
Rext=0.25,
Rint=0.0,
concrType=None,
reinfSteelType=None):
''' Constructor.
:param name: name of the section.
:param Rext: external radius (defaults to 0.25).
:param Rint: internal radius (defaults to 0.0).
:param concrType: type of concrete (e.g. EHE_materials.HA25)
:param reinfSteelType: type of reinforcement steel.
'''
def_simple_RC_section.RCSectionBase.__init__(
self,
sectionDescr=sectionDescr,
concrType=concrType,
reinfSteelType=reinfSteelType,
nIJ=20,
nJK=5)
section_properties.CircularSection.__init__(self,
name,
Rint=Rint,
Rext=Rext)
# Longitudinal reinforcement.
self.mainReinf = def_simple_RC_section.LongReinfLayers(
) #list of ReinfRow data (positive face)
# Transverse reinforcement.
self.shReinf = def_simple_RC_section.ShearReinforcement()
self.shReinf.familyName = "V"
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)
parapetRCSect = element_section_map.RCSlabBeamSection(
name='parapetRCSect',
sectionDescr="estacade.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.20)
rebarDiam / 2.0)
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
# Materials definition
concr = EHE_materials.HA25
concr.alfacc = 0.85 # f_maxd= 0.85*fcd concrete long term compressive strength factor (normally alfacc=1)
steel = EHE_materials.B500S
# Section geometry
section = def_simple_RC_section.RCRectangularSection(name='test',
width=width,
depth=depth,
concrType=concr,
reinfSteelType=steel)
section.positvRebarRows = def_simple_RC_section.LongReinfLayers([lowerRow])
section.negatvRebarRows = def_simple_RC_section.LongReinfLayers([upperRow])
# section.shReinfY= shearReinf
section.defRCSection(preprocessor, matDiagType='d')
scc3d_testing_bench.sectionModel(preprocessor, section.sectionName)
# Constraints
modelSpace = predefined_spaces.getStructuralMechanics3DSpace(preprocessor)
modelSpace.fixNode000_000(1)
# Loads definition
lp0 = modelSpace.newLoadPattern(name='0')
lp0.newNodalLoad(2, xc.Vector([NDato, 0, 0, 0, MyDato, MzDato]))
lp1 = modelSpace.newLoadPattern(name='1')
lp1.newNodalLoad(2, xc.Vector([NDato, 0, 0, 0, MzDato / 10.0, MyDato / 10.0]))
# Longitudinal reinforcement
rebarDiam = 16e-3
rebarArea = EHE_materials.Fi16
numOfRebars = 12
# # Shear reinforcement
# shearReinfArea= EHE_materials.Fi6
# shearReinfDiam= 6e-3
# numRamas= 2
# shearReinf= def_simple_RC_section.ShearReinforcement(familyName= "sh",nShReinfBranches= numRamas, areaShReinfBranch= shearReinfArea, shReinfSpacing= 0.2, angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.pi/4.0)
nCover = cover
mainReinf = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(rebarsDiam=rebarDiam,
nRebars=numOfRebars,
width=math.pi * (diameter - 2 * cover),
nominalCover=nCover)
])
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
# Materials definition
materialHandler = preprocessor.getMaterialHandler
# Section geometry
section.mainReinf = mainReinf
section.defRCSection(preprocessor, matDiagType='k')
scc3d_testing_bench.sectionModel(preprocessor, section.sectionName)
# Constraints
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)
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',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=curbTh)
curbRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
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.
sections.append(parapetBodyRCSects)
import xc_base import geom import xc from materials.sections.fiber_section import def_simple_RC_section from materials.ehe import EHE_materials nominalCover= .025 rcSection= def_simple_RC_section.RCRectangularSection(width= 0.25, depth= 0.5) rcSection.sectionName= "Test" rcSection.sectionDescr= "Test reinforce concrete section." rcSection.fiberSectionParameters.concrType= EHE_materials.HA25 rcSection.fiberSectionParameters.reinfSteelType= EHE_materials.B500S rebNeg= def_simple_RC_section.ReinfRow(nRebars= 2, areaRebar= EHE_materials.Fi20,nominalCover= nominalCover+0.01,width= rcSection.b-nominalCover) rcSection.negatvRebarRows= def_simple_RC_section.LongReinfLayers([rebNeg]) rebPos= def_simple_RC_section.ReinfRow(nRebars= 5, areaRebar= EHE_materials.Fi20,nominalCover=nominalCover,width= rcSection.b-nominalCover) rcSection.positvRebarRows= def_simple_RC_section.LongReinfLayers([rebPos]) # Mass properties of gross section err= 0.0 grossSectionArea= rcSection.A() err+= (grossSectionArea-0.125)**2 grossSectionIy= rcSection.Iy() err+= (grossSectionIy-0.000651041666667)**2 grossSectionIz= rcSection.Iz() err+= (grossSectionIz-0.00260416666667)**2 grossSectioniy= rcSection.iy() err+= (grossSectioniy-0.0721687836487)**2 grossSectioniz= rcSection.iz()
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 = EHE_materials.B500S
beamRCsect = element_section_map.RCSlabBeamSection(name='beamRCsect',
sectionDescr='beam section',
concrType=concr,
reinfSteelType=reinfSteel,
width=crossSection.b,
depth=crossSection.h)
beamRCsect.lstRCSects[
0].positvRebarRows = def_simple_RC_section.LongReinfLayers([reinfLayer])
beamRCsect.lstRCSects[
0].negatvRebarRows = def_simple_RC_section.LongReinfLayers([reinfLayer])
beamRCsect.lstRCSects[
1].positvRebarRows = def_simple_RC_section.LongReinfLayers([reinfLayer])
beamRCsect.lstRCSects[
1].negatvRebarRows = def_simple_RC_section.LongReinfLayers([reinfLayer])
sections.append(beamRCsect)
# Spatial distribution of reinforced concrete
# sections (assign RC sections to elements).
reinfConcreteSectionDistribution.assign(elemSet=totalSet.elements,
setRCSects=beamRCsect)
#Checking shear.
lsd.shearResistance.controller = EHE_limit_state_checking.ShearController(
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)
FoundIntSlabRCSect = element_section_map.RCSlabBeamSection(
'foundIntSlabRCSect', "underpass.", concrete, reinfSteel, 0.60)
#[0]: transversal rebars
#[1]: longitudinal rebars
FoundIntSlabRCSect.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi14s125r30, fi8s125r44])
from materials.ehe import EHE_materials
from materials.ehe import EHE_limit_state_checking
from model import predefined_spaces
datosScc1LosC = def_simple_RC_section.RCRectangularSection()
datosScc1LosC.sectionName = "secHA1LosC"
datosScc1LosC.sectionDescr = "Losa. Central portion. Section normal to X axis."
datosScc1LosC.fiberSectionParameters.concrType = EHE_materials.HA25
datosScc1LosC.depth = 0.25
datosScc1LosC.width = 1.0
datosScc1LosC.fiberSectionParameters.reinfSteelType = EHE_materials.B500S
rebNeg = def_simple_RC_section.ReinfRow(nRebars=5,
areaRebar=EHE_materials.Fi10,
nominalCover=0.025 + 0.010,
width=0.999)
datosScc1LosC.negatvRebarRows = def_simple_RC_section.LongReinfLayers([rebNeg])
rebPos = def_simple_RC_section.ReinfRow(nRebars=5,
areaRebar=EHE_materials.Fi10,
nominalCover=0.025,
width=0.999)
datosScc1LosC.positvRebarRows = def_simple_RC_section.LongReinfLayers([rebPos])
# datosScc1LosC.nRebarsNeg= 5
# datosScc1LosC.areaRebarNeg= EHE_materials.Fi10
# datosScc1LosC.coverNeg= 0.025+0.010+0.010/2.0
# datosScc1LosC.nRebarsPos= 5
# datosScc1LosC.areaRebarPos= EHE_materials.Fi10
# datosScc1LosC.coverPos= 0.025+0.010/2.0
NDato = 0 # Axial force for crack control checking.
MyDato = 1000 # Bending moment force for crack control checking.
shearReinf = def_simple_RC_section.ShearReinforcement(
familyName="sh",
nShReinfBranches=nBranches,
areaShReinfBranch=shearReinfArea,
shReinfSpacing=0.25,
angAlphaShReinf=math.pi / 2.0,
angThetaConcrStruts=math.pi / 4.0)
## Longitudinal reinforcement
rebarDiam = 16e-3
rebarArea = EHE_materials.Fi16
numOfRebars = int(math.ceil(math.pi * (pierDiameter - 2 * nomCover) / .05))
mainReinf = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(
rebarsDiam=rebarDiam,
nRebars=numOfRebars,
width=math.pi * (pierDiameter - 2 * (nomCover + shearReinfDiam)),
nominalCover=nomCover)
])
# Section geometry
section = def_column_RC_section.RCCircularSection(
name='test',
sectionDescr='circular section',
Rext=pierDiameter / 2.0,
concrType=concrete,
reinfSteelType=reinfSteel)
section.mainReinf = mainReinf
section.shReinf = shearReinf
# All this is made only to allow the
# 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 feProblem= xc.FEProblem() preprocessor= feProblem.getPreprocessor
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)
2.0)**2 # Rebar area expressed in square meters.
feProblem = xc.FEProblem()
preprocessor = feProblem.getPreprocessor
# Materials definition
concr = EHE_materials.HA30
concr.alfacc = 0.85 #f_maxd= 0.85*fcd concrete long term compressive strength factor (normally alfacc=1)
steel = EHE_materials.B500S
section = def_column_RC_section.RCCircularSection(name='test',
Rext=radius,
concrType=concr,
reinfSteelType=steel)
section.mainReinf = def_simple_RC_section.LongReinfLayers([
def_simple_RC_section.ReinfRow(rebarsDiam=rebarDiam,
nRebars=14,
width=2 * math.pi * (radius - cover),
nominalCover=nCover)
])
section.defRCSection(preprocessor, matDiagType='d')
diagIntsecHA = section.defInteractionDiagram(preprocessor)
# Compute capacity factors.
fc1 = diagIntsecHA.getCapacityFactor(geom.Pos3d(1850e3, 0, 0))
fc2 = diagIntsecHA.getCapacityFactor(geom.Pos3d(-152e3, 530e3, 0))
fc3 = diagIntsecHA.getCapacityFactor(geom.Pos3d(-152e3, 0, 590e3))
fc4 = diagIntsecHA.getCapacityFactor(geom.Pos3d(-9097e3, 0.0, 0.0))
ratio1 = abs(fc1 - 1)
ratio2 = abs(fc2 - 1)
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)
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 FCtmp= abs(VyTmp)/VuTmp
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',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=foundTh)
#D1: transversal rebars
# ***LIMIT STATE COMBINATIONS***
from actions import combinations as cc
combContainer= cc.CombContainer() #Container of load combinations
#Frequent combinations.
combContainer.SLS.freq.add('ELSF01', '1.0*lcase01')
combContainer.SLS.freq.add('ELSF02', '1.0*lcase02')
# Reinforced concrete sections
from materials.sections.fiber_section import def_simple_RC_section
from postprocess import element_section_map
beamRCsect= element_section_map.RCSlabBeamSection(name='beamRCsect',sectionDescr='beam',concrType=concrete, reinfSteelType=reinfSteel,width=width,depth=depth,elemSet=beamSet)
mainBottReinf=def_simple_RC_section.ReinfRow(rebarsDiam=fiBott,areaRebar=math.pi*fiBott**2/4.,width=width,nominalCover=cover)
mainBottReinf.nRebars=nmbBarsBott
beamRCsect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([mainBottReinf])
beamRCsect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([mainBottReinf])
#Assigning of sections
from postprocess import RC_material_distribution
# Reinforced concrete material distribution over the elements of the FE model.
# Concrete of type concrete01 with no tension branch
reinfConcreteSectionDistribution= RC_material_distribution.RCMaterialDistribution()
sections= reinfConcreteSectionDistribution.sectionDefinition #sections container
sections.append(beamRCsect)
#Generation of the distribution of material extended to the elements of the
#FE model, assigning to each element the section-group that corresponds to it
elset=prep.getSets.getSet(beamRCsect.elemSetName)
reinfConcreteSectionDistribution.assign(elemSet=elset.elements,setRCSects=beamRCsect)
reinfConcreteSectionDistribution.dump()
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.
sections.append(M1dintCentRCSects)
#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)])
losInfV2RCSects = element_section_map.RCSlabBeamSection(
name='losInfV2RCSects',
sectionDescr='losa aligerada, cara superior',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=espLosAlig,
elemSet=losInfV2)
#D1: transversal rebars
areaRebar=areaFi10,
rebarsSpacing=0.20,
width=BCheight,
nominalCover=coverForAll + 0.15)
layer5.nRebars = 6
shear1 = def_simple_RC_section.ShearReinforcement(
familyName="sh1",
nShReinfBranches=2.0,
areaShReinfBranch=areaFi8,
shReinfSpacing=0.15,
angAlphaShReinf=math.pi / 2.0,
angThetaConcrStruts=math.pi / 4.0)
#end auxiliar data
botColRCSects.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[layer1, layer2, layer3, layer4, layer5])
botColRCSects.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[layer1, layer2, layer4, layer5])
botColRCSects.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[layer1, layer2, layer3, layer4, layer5])
botColRCSects.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[layer1, layer2, layer4, layer5])
botColRCSects.dir1ShReinfY = shear1
botColRCSects.dir1ShReinfZ = shear1
botColRCSects.dir2ShReinfY = shear1
botColRCSects.dir2ShReinfZ = shear1
sections.append(botColRCSects)
topColRCSects = element_section_map.RCSlabBeamSection(
name='topColRCSects',
#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' outCfg= lsd.VerifOutVars(listFile='N',calcMeanCF='Y')
rebarsSpacing=0.200,
width=1.0,
nominalCover=0.044)
#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
beamRCsect = element_section_map.RCSlabBeamSection(name='beamRCsect',
sectionDescr='beam section',
concrType=concrete,
reinfSteelType=reinfSteel,
width=wbeam,
depth=hbeam)
beamRCsect.lstRCSects[
0].positvRebarRows = def_simple_RC_section.LongReinfLayers([fi10s200r44])
beamRCsect.lstRCSects[
0].negatvRebarRows = def_simple_RC_section.LongReinfLayers([fi16s200r44])
beamRCsect.lstRCSects[
1].positvRebarRows = def_simple_RC_section.LongReinfLayers([fi10s200r44])
beamRCsect.lstRCSects[
1].negatvRebarRows = def_simple_RC_section.LongReinfLayers([fi16s200r44])
sections.append(beamRCsect)
test = xc.FEProblem()
preprocessor = test.getPreprocessor
nodes = preprocessor.getNodeHandler
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(
nodes) #Defines the dimension of
#the space: nodes by three coordinates (x,y,z) and six
datosScc1LosC = def_simple_RC_section.RCRectangularSection()
datosScc1LosC.sectionName = "secHA1LosC"
datosScc1LosC.sectionDescr = "Deck. Central portion. Section normal to X axis."
concr = EHE_materials.HA30
concr.alfacc = 0.85 #f_maxd= 0.85*fcd
datosScc1LosC.fiberSectionParameters.concrType = concr
datosScc1LosC.h = 0.35
datosScc1LosC.b = 1.0001
datosScc1LosC.fiberSectionParameters.reinfSteelType = EHE_materials.B500S
negRebRow = def_simple_RC_section.ReinfRow(nRebars=2,
rebarsDiam=10e-10,
width=datosScc1LosC.b)
#negRebRow=def_simple_RC_section.ReinfRow()
#negRebRow=def_simple_RC_section.ReinfRow(rebarsDiam=10e-3,areaRebar= EHE_materials.Fi10,rebarsSpacing=0.2,width=1.0,nominalCover=0.03)
#negRebRow.setUp(nRebars=0,rebarsDiam=0.0,areaRebar=0.0,width=datosScc1LosC.b,cover=0.1)
datosScc1LosC.negatvRebarRows = def_simple_RC_section.LongReinfLayers(
[negRebRow])
posRebRow = def_simple_RC_section.ReinfRow(
nRebars=6,
rebarsDiam=26e-3,
areaRebar=(areaFi22 + areaFi26) / 2.0,
width=datosScc1LosC.b,
nominalCover=0.05,
nominalLatCover=0.08333 - 26e-3 / 2.)
#posRebRow=def_simple_RC_section.ReinfRow()
#posRebRow=def_simple_RC_section.ReinfRow(rebarsDiam=10e-3,areaRebar= EHE_materials.Fi10,rebarsSpacing=0.2,width=1.0,nominalCover=0.03)
#posRebRow.setUp(nRebars=6,rebarsDiam=26e-3,areaRebar=(areaFi22+areaFi26)/2.0,width=datosScc1LosC.b,cover=0.05+0.026/2.0)
datosScc1LosC.positvRebarRows = def_simple_RC_section.LongReinfLayers(
[posRebRow])
#datosScc1LosC.negatvRebars.setUp(0,0.0,0.0,datosScc1LosC.b,0.1)
#datosScc1LosC.positvRebars.setUp(6,26e-3,(areaFi22+areaFi26)/2.0,datosScc1LosC.b,0.05+0.026/2.0)
areaFi34= SIA262_materials.section_barres_courantes[34e-3] areaFi40= SIA262_materials.section_barres_courantes[40e-3] concrete= EHE_materials.HA30 concrete.alfacc=0.85 # f_maxd= 0.85*fcd concrete long term compressive strength factor (normally alfacc=1) reinfSteel= EHE_materials.B500S sccData=def_simple_RC_section.RCRectangularSection() sccData.sectionName= "sccData" sccData.sectionDescr= "Prueba." sccData.fiberSectionParameters.concrType= concrete sccData.h= 0.5 sccData.b= 1.0 sccData.fiberSectionParameters.reinfSteelType= reinfSteel sccData.negatvRebarRows= def_simple_RC_section.LongReinfLayers([def_simple_RC_section.ReinfRow(rebarsDiam=40e-3,areaRebar= areaFi40,rebarsSpacing=0.15,width=1.0,nominalCover=0.25-0.19)]) sccData.positvRebarRows= def_simple_RC_section.LongReinfLayers([def_simple_RC_section.ReinfRow(rebarsDiam=6e-3,areaRebar= areaFi6,rebarsSpacing=0.15,width=1.0,nominalCover=0.25-0.19)]) #sccData.setMainReinfNeg(40e-3,areaFi40,0.15,0.25-0.19) #sccData.setMainReinfPos(6e-3,areaFi6,0.15,0.25-0.19) feProblem= xc.FEProblem() feProblem.logFileName= "/tmp/erase.log" # Don't print(warnings.) feProblem.errFileName= "/tmp/erase.err" # Don't print(errors.) preprocessor= feProblem.getPreprocessor sccData.defRCSection(preprocessor, 'd') param= xc.InteractionDiagramParameters() diag= sccData.defInteractionDiagramNMy(preprocessor) #from materials.sections.fiber_section import plotSectionGeometry as pg #pg.plotInteractionDiagram2D(diag)
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])
UpDeckIntSlabRCSect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi18s150r35])
sections.append(UpDeckIntSlabRCSect)
areaRebar=areaFi16,
rebarsSpacing=0.075,
width=0.25,
nominalCover=0.030)
#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
beamRCsect = element_section_map.RCSlabBeamSection(name='beamRCsect',
sectionDescr='beam section',
concrType=concrete,
reinfSteelType=reinfSteel,
width=wbeam,
depth=hbeam)
beamRCsect.dir1PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s75r30])
beamRCsect.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s75r30])
beamRCsect.dir2PositvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi10s75r30])
beamRCsect.dir2NegatvRebarRows = def_simple_RC_section.LongReinfLayers(
[fi16s75r30])
sections.append(beamRCsect)
feProblem = xc.FEProblem()
feProblem.errFileName = "/tmp/erase.err" # Don't print(errors.)
preprocessor = feProblem.getPreprocessor
nodes = preprocessor.getNodeHandler
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(
nodes) #Defines the dimension of
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,
rebarsSpacing=sepL,
nominalCover=basicCover + 12e-3)
])
deckSections.dir1NegatvRebarRows = def_simple_RC_section.LongReinfLayers([
fi16s150r50=def_simple_RC_section.ReinfRow(rebarsDiam=16e-3,areaRebar= areaFi16,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.050) fi18s150r40=def_simple_RC_section.ReinfRow(rebarsDiam=18e-3,areaRebar= areaFi18,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.040) fi18s150r50=def_simple_RC_section.ReinfRow(rebarsDiam=18e-3,areaRebar= areaFi18,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.050) fi20s150r40=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing= 0.150,width=1.0,nominalCover= 0.040) fi20s150r50=def_simple_RC_section.ReinfRow(rebarsDiam=20e-3,areaRebar= areaFi20,rebarsSpacing= 0.150,width=1.0,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]: longitudinal rebars #[1]: transversal rebars deckSlabRCSect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi14s150r50]) #Ok deckSlabRCSect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi16s150r50]) #Ok deckSlabRCSect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi8s150r40]) #Ok deckSlabRCSect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi8s150r40]) #Ok sections.append(deckSlabRCSect) dockRCSect= element_section_map.RCSlabBeamSection(name='dockRCSect',sectionDescr="estacade.",concrType=concrete, reinfSteelType=reinfSteel,depth=0.20) #[0]: transversal rebars #[1]: longitudinal rebars dockRCSect.dir1PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi8s150r50]) #Ok dockRCSect.dir1NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi8s150r50]) #Ok dockRCSect.dir2PositvRebarRows= def_simple_RC_section.LongReinfLayers([fi12s150r40]) #Ok dockRCSect.dir2NegatvRebarRows= def_simple_RC_section.LongReinfLayers([fi12s150r40]) #Ok sections.append(dockRCSect)
