width=1.0,
nominalCover=0.050)
fi26s250r30 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.030)
fi26s250r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.050)
FoundExtSlabRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
name='foundExtSlabRCSect',
sectionDescr="underpass.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.60)
#[0]: transversal rebars
#[1]: longitudinal rebars
FoundExtSlabRCSect.dir1PositvRebarRows = [fi14s250r30]
FoundExtSlabRCSect.dir1NegatvRebarRows = [fi14s125r30, fi18s125r44]
FoundExtSlabRCSect.dir2PositvRebarRows = [fi10s200r44]
FoundExtSlabRCSect.dir2NegatvRebarRows = [fi10s200r44]
FoundExtSlabRCSect.creaTwoSections()
sections.append(FoundExtSlabRCSect)
FoundIntSlabRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
'foundIntSlabRCSect', "underpass.", concrete, reinfSteel, 0.60)
#[0]: transversal rebars
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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='botColRCSects',
sectionDescr='fut fondation',
concrType=concrete,
reinfSteelType=reinfSteel,
width=BCside - 0.25,
depth=BCside)
#auxiliar data
layer1 = defSimpleRCSection.MainReinfLayer(rebarsDiam=14e-3,
areaRebar=areaFi14,
rebarsSpacing=coverForAll + 14e-3,
width=BCside,
nominalCover=coverForAll)
layer1.nRebars = 8
layer2 = defSimpleRCSection.MainReinfLayer(rebarsDiam=10e-3,
areaRebar=areaFi10,
rebarsSpacing=coverForAll + 14e-3,
width=BCside,
nominalCover=coverForAll + 0.12)
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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='botColRCSects',
sectionDescr='fut fondation prefabriqué',
concrType=concrete,
reinfSteelType=reinfSteel,
width=BCheight,
depth=BCwidth)
#auxiliar data
layer1 = defSimpleRCSection.MainReinfLayer(rebarsDiam=22e-3,
areaRebar=areaFi22,
rebarsSpacing=coverForAll + 22e-3,
width=BCheight,
nominalCover=coverForAll)
layer1.nRebars = 2
layer2 = defSimpleRCSection.MainReinfLayer(rebarsDiam=22e-3,
areaRebar=areaFi22,
rebarsSpacing=coverForAll + 22e-3,
width=BCheight,
nominalCover=coverForAll + 0.1)
reinfSteel = SIA262_materials.B500A
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='deckRCSects',
sectionDescr='slab of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckThickness)
deckLong = defSimpleRCSection.MainReinfLayer(rebarsDiam=16e-3,
areaRebar=areaFi16,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.040)
deckRCSects.dir1PositvRebarRows = [deckLong] #long. sup.
deckRCSects.dir1NegatvRebarRows = [deckLong] #long. inf.
deckTransv = defSimpleRCSection.MainReinfLayer(
rebarsDiam=13e-3,
areaRebar=(areaFi12 + areaFi14) / 2.0,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.040)
# -*- coding: utf-8 -*- #import os import xc_base import geom import xc from materials.sections.fiber_section import defSimpleRCSection as rcs #instances of rcs.RecordRCSlabBeamSection 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= rcs.RecordRCSlabBeamSection(name='deckRCSects',sectionDescr='slab of shell elements',concrType=concrete, reinfSteelType=reinfSteel,depth=deckTh,elemSetName=decks.name) deckRCSects.dir1PositvRebarRows=[rcs.rebLayer(12,150,35)] deckRCSects.dir1NegatvRebarRows=[rcs.rebLayer(12,200,35)] deckRCSects.dir2PositvRebarRows=[rcs.rebLayer(16,250,35)] deckRCSects.dir2NegatvRebarRows=[rcs.rebLayer(16,100,35)] import math areaFi8=math.pi*0.008**2/4. shear1=rcs.RecordShearReinforcement(familyName= "shear1",nShReinfBranches= 1.0,areaShReinfBranch= areaFi8,shReinfSpacing= 0.20,angAlphaShReinf= math.pi/2.0,angThetaConcrStruts= math.radians(30)) shear2=rcs.RecordShearReinforcement(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= rcs.RecordRCSlabBeamSection(name='footRCSects',sectionDescr='footation',concrType=concrete, reinfSteelType=reinfSteel,depth=footTh,elemSetName=foot.name) #D1: transversal rebars #D2: longitudinal rebars footRCSects.dir1PositvRebarRows=[rcs.rebLayer(12,150,35)]
#Thickness of the elements
deckTh = 0.25
concrete = SIA262_materials.c50_60
reinfSteel = SIA262_materials.B500A
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='deckRCSects',
sectionDescr='slab of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
deckRCSects.dir1PositvRebarRows = [fi20s150r35] #transv. sup.
deckRCSects.dir1NegatvRebarRows = [fi14s150r35] #transv. inf.
deckRCSects.dir2PositvRebarRows = [fi12s150r35] #long. sup.
deckRCSects.dir2NegatvRebarRows = [fi12s150r35] #long. inf.
deckRCSects.creaTwoSections()
sections.append(deckRCSects)
#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
Twofi20r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=20e-3,
areaRebar=areaFi20,
width=1.0,
nominalCover=0.050)
Twofi20r50.nRebars = 2
Twofi20r50.coverLat = 0.05
Twofi10r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=10e-3,
areaRebar=areaFi10,
width=1.0,
nominalCover=0.050)
Twofi10r50.nRebars = 2
Twofi10r50.coverLat = 0.05
cantlvRCSects = defSimpleRCSection.RecordRCSlabBeamSection(
name='cantlvRCSects',
sectionDescr='cantilever of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=cantlvTh)
cantlvRCSects.dir1PositvRebarRows = [Twofi20r50]
cantlvRCSects.dir1NegatvRebarRows = [Twofi10r50]
cantlvRCSects.dir2PositvRebarRows = [Twofi20r50]
cantlvRCSects.dir2NegatvRebarRows = [Twofi20r50]
cantlvRCSects.creaTwoSections()
sections.append(cantlvRCSects)
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.030)
fi26s250r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.250,
width=1.0,
nominalCover=0.050)
fi26s150r35 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.035)
UpDeckExtSlabRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
'upDeckExtSlabRCSect', "underpass.", concrete, reinfSteel, upDeckTh)
#[0]: transversal rebars
#[1]: longitudinal rebars
UpDeckExtSlabRCSect.dir1PositvRebarRows = [fi20s150r35, fi20s150r35]
UpDeckExtSlabRCSect.dir1NegatvRebarRows = [fi22s150r35]
UpDeckExtSlabRCSect.dir2PositvRebarRows = [fi16s150r35]
UpDeckExtSlabRCSect.dir2NegatvRebarRows = [fi16s150r35]
UpDeckExtSlabRCSect.creaTwoSections()
sections.append(UpDeckExtSlabRCSect)
UpDeckIntSlabRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
'upDeckIntSlabRCSect', "underpass.", concrete, reinfSteel, upDeckTh)
#[0]: transversal rebars
#[1]: longitudinal rebars
UpDeckIntSlabRCSect.dir1PositvRebarRows = [fi16s150r35]
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 = defSimpleRCSection.RecordRCSlabBeamSection(
"deck", "RC deck.", concrete, reinfSteel, 0.3)
deckSections.dir2PositvRebarRows = [
defSimpleRCSection.MainReinfLayer(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
]
deckSections.dir2NegatvRebarRows = [
defSimpleRCSection.MainReinfLayer(rebarsDiam=12e-3,
areaRebar=areaFi12,
rebarsSpacing=sepT,
nominalCover=basicCover)
]
deckSections.dir1PositvRebarRows = [
defSimpleRCSection.MainReinfLayer(rebarsDiam=20e-3,
areaRebar=areaFi20,
execfile('../basic_data.py')
def rebars(fi,s,c):
'''fi: bar diameter [mm], s: spacing [mm], c: cover [mm]
'''
return defSimpleRCSection.MainReinfLayer(rebarsDiam=fi*1e-3,areaRebar= math.pi*(fi*1e-3)**2/4.0,rebarsSpacing=s*1e-3,width=1.0,nominalCover=c*1e-3)
rnom=35 #recubrimiento nominal
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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= defSimpleRCSection.RecordRCSlabBeamSection(name='losSupV2RCSects',sectionDescr='losa aligerada, cara superior.',concrType=concrete, reinfSteelType=reinfSteel,depth=espLosAlig,elemSetName='losSupV2')
#D1: transversal rebars
#D2: longitudinal rebars
#positiv: top face
#negativ: bottom face
losSupV2RCSects.dir1PositvRebarRows=[rebars(16,200,rnom)]
losSupV2RCSects.dir1NegatvRebarRows=[rebars(12,200,rnom)]
losSupV2RCSects.dir2PositvRebarRows=[rebars(16,200,rnom+20)]
losSupV2RCSects.dir2NegatvRebarRows=[rebars(12,200,rnom+20)]
losInfV2RCSects= defSimpleRCSection.RecordRCSlabBeamSection(name='losInfV2RCSects',sectionDescr='losa aligerada, cara superior',concrType=concrete, reinfSteelType=reinfSteel,depth=espLosAlig,elemSetName='losInfV2')
#D1: transversal rebars
#D2: longitudinal rebars
#positiv: top face
#negativ: bottom face
#Thickness of the elements
concrete = EHE_materials.HA30
reinfSteel = EHE_materials.B500S
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='dintel',
sectionDescr='dintel',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
dintelRCSects.dir1PositvRebarRows = [fi16s150r60] #long. sup.
dintelRCSects.dir1NegatvRebarRows = [fi20s200r60] #long. inf.
dintelRCSects.dir2PositvRebarRows = [fi16s200r60] #transv.sup
dintelRCSects.dir2NegatvRebarRows = [fi20s150r60, fi20s150r60] #transv.inf
dintelRCSects.creaTwoSections()
sections.append(dintelRCSects)
nominalCover=0.050)
fi26s150r40 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.040)
fi26s150r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.050)
deckSlabRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
name='deckSlabRCSect',
sectionDescr="estacade.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.20)
#[0]: longitudinal rebars
#[1]: transversal rebars
deckSlabRCSect.dir1PositvRebarRows = [fi14s150r50] #Ok
deckSlabRCSect.dir1NegatvRebarRows = [fi16s150r50] #Ok
deckSlabRCSect.dir2PositvRebarRows = [fi8s150r40] #Ok
deckSlabRCSect.dir2NegatvRebarRows = [fi8s150r40] #Ok
deckSlabRCSect.creaTwoSections()
sections.append(deckSlabRCSect)
dockRCSect = defSimpleRCSection.RecordRCSlabBeamSection(
name='dockRCSect',
sectionDescr="estacade.",
concrete = EHE_materials.HA30
reinfSteel = EHE_materials.B500S
rnom = 35 #recubrimiento nominal
# ***Armadura pilas***
#Armadura longitudinal en cada cara de la pila
lnPil = [16, 50] #armadura longitudinal en cada cara de la pila
# Cercos
nramas_m = 3 #nº de ramas en cada dirección
diam_cercos = 12
sep_long = 250
cercosPil = [diam_cercos, nramas_m, sep_long]
pilasRCSects = rcs.RecordRCSlabBeamSection(name='pilasRCSects',
sectionDescr='pilas',
concrType=concrete,
reinfSteelType=reinfSteel,
width=lRectEqPila,
depth=lRectEqPila,
elemSetName='pilas')
pilasRCSects.dir1PositvRebarRows = [rcs.rebLayer_mm(lnPil[0], lnPil[1], rnom)]
pilasRCSects.dir1NegatvRebarRows = [rcs.rebLayer_mm(lnPil[0], lnPil[1], rnom)]
pilasRCSects.dir2PositvRebarRows = [rcs.rebLayer_mm(lnPil[0], lnPil[1], rnom)]
pilasRCSects.dir2NegatvRebarRows = [rcs.rebLayer_mm(lnPil[0], lnPil[1], rnom)]
pilasRCSects.dir1ShReinfZ = rcs.RecordShearReinforcement(
familyName="sh",
nShReinfBranches=cercosPil[1],
areaShReinfBranch=math.pi * (cercosPil[0] * 1e-3)**2 / 4.,
shReinfSpacing=cercosPil[2] * 1e-3,
angAlphaShReinf=math.pi / 2.0,
reinfSteel = SIA262_materials.B500A
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='deckRCSects',
sectionDescr='slab of shell elements',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
deckRCSects.dir1PositvRebarRows = [fi20s150r35]
deckRCSects.dir1NegatvRebarRows = [fi22s150r35]
deckRCSects.dir2PositvRebarRows = [fi16s150r35]
deckRCSects.dir2NegatvRebarRows = [fi16s150r35]
deckRCSects.creaTwoSections()
sections.append(deckRCSects)
foundRCSects = defSimpleRCSection.RecordRCSlabBeamSection(
name='foundRCSects',
sectionDescr='foundation',
concrType=concrete,
reinfSteelType=reinfSteel,
reinfSteel = EHE_materials.B500S
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='M1dintExtRCSects',
sectionDescr='Módulo 1- dintel, zona extremos',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
M1dintExtRCSects.dir1PositvRebarRows = [fi16s200r60] #long. sup
M1dintExtRCSects.dir1NegatvRebarRows = [fi16s200r60] #long. inf.
M1dintExtRCSects.dir2PositvRebarRows = [fi20s200r60] #transv. sup.
M1dintExtRCSects.dir2NegatvRebarRows = [fi25s200r60] #transv. inf.
M1dintExtRCSects.creaTwoSections()
sections.append(M1dintExtRCSects)
M1dintCentRCSects = defSimpleRCSection.RecordRCSlabBeamSection(
name='M1dintCentRCSects',
sectionDescr='Módulo 1- dintel, zona central',
concrType=concrete,
reinfSteelType=reinfSteel,
# from postprocess import element_section_map
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
execfile('../generic_layers_aux.py')
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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
dintExtRCSects = defSimpleRCSection.RecordRCSlabBeamSection(
name='dintExtRCSects',
sectionDescr='dintel, zona extremos',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
dintExtRCSects.dir1PositvRebarRows = [fi12s150r80] #long. sup.
dintExtRCSects.dir1NegatvRebarRows = [fi16s150r85] #long. inf.
dintExtRCSects.dir2PositvRebarRows = [fi20s200r60] #transv.sup
dintExtRCSects.dir2NegatvRebarRows = [fi25s200r60] #transv.inf
sh1 = defSimpleRCSection.RecordShearReinforcement(
familyName="sh1",
nShReinfBranches=4.0,
areaShReinfBranch=areaFi8,
shReinfSpacing=0.25,
angAlphaShReinf=math.radians(90),
angThetaConcrStruts=math.radians(30))
dintExtRCSects.dir2ShReinfY = sh1
width=0.25,
nominalCover=0.030)
fi16s75r30 = defSimpleRCSection.MainReinfLayer(rebarsDiam=16e-3,
areaRebar=areaFi16,
rebarsSpacing=0.075,
width=0.25,
nominalCover=0.030)
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='beamRCsect',
sectionDescr='beam section',
concrType=concrete,
reinfSteelType=reinfSteel,
width=wbeam,
depth=hbeam)
beamRCsect.dir1PositvRebarRows = [fi10s75r30]
beamRCsect.dir1NegatvRebarRows = [fi16s75r30]
beamRCsect.dir2PositvRebarRows = [fi10s75r30]
beamRCsect.dir2NegatvRebarRows = [fi16s75r30]
beamRCsect.creaTwoSections()
sections.append(beamRCsect)
feProblem = xc.FEProblem()
feProblem.errFileName = "/tmp/erase.err" # Don't print errors.
preprocessor = feProblem.getPreprocessor
nodes = preprocessor.getNodeHandler
# Problem type
lcase02.addLstLoads([halfLoadBeam])
from postprocess.xcVtk.FE_model import quick_graphics as QGrph
# ***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 defSimpleRCSection
beamRCsect=defSimpleRCSection.RecordRCSlabBeamSection(name='beamRCsect',sectionDescr='beam',concrType=concrete, reinfSteelType=reinfSteel,width=width,depth=depth,elemSetName='beamSet')
mainBottReinf=defSimpleRCSection.MainReinfLayer(rebarsDiam=fiBott,areaRebar=math.pi*fiBott**2/4.,width=width,nominalCover=cover)
mainBottReinf.nRebars=nmbBarsBott
beamRCsect.dir1NegatvRebarRows=[mainBottReinf]
beamRCsect.dir2NegatvRebarRows=[mainBottReinf]
#Assigning of sections
from postprocess import RC_material_distribution
from postprocess import element_section_map
# 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
beamRCsect.creaTwoSections()
sections.append(beamRCsect)
#Auxiliary data
execfile('../basic_data.py')
rnom = 35 #recubrimiento nominal
areaFi16 = math.pi * (16 * 1e-3)**2 / 4.0
#instances of rcs.RecordRCSlabBeamSection 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 = rcs.RecordRCSlabBeamSection(
name='losSupV2RCSects',
sectionDescr='losa aligerada, cara superior.',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=espLosAlig,
elemSetName='losSupV2')
#D1: transversal rebars
#D2: longitudinal rebars
#positiv: top face
#negativ: bottom face
losSupV2RCSects.dir1PositvRebarRows = [rcs.rebLayer(16, 200, rnom)]
losSupV2RCSects.dir1NegatvRebarRows = [
rcs.rebLayer(12, 200, rnom + espLosAlig / 2.)
]
losSupV2RCSects.dir2PositvRebarRows = [rcs.rebLayer(16, 200, rnom + 20)]
losSupV2RCSects.dir2NegatvRebarRows = [
rcs.rebLayer(12, 200, rnom + espLosAlig / 2.)
]
from materials.ehe import EHE_materials
import math
#Auxiliary data
execfile('../basic_data.py')
rnom = 35 #recubrimiento nominal (todos los elementos)
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = rcs.RecordRCSlabBeamSection(name='zapRCSects',
sectionDescr='zapata',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=cantoZap,
elemSetName='zap')
#D1: longitudinal rebars
#D2: transversal rebars
#positiv: top face
#negativ: bottom face
zapRCSects.dir1PositvRebarRows = [rcs.rebLayer(25, 200, rnom)]
zapRCSects.dir2PositvRebarRows = [rcs.rebLayer(20, 200, rnom + 25)]
zapRCSects.dir1NegatvRebarRows = [rcs.rebLayer(25, 200, rnom)]
zapRCSects.dir2NegatvRebarRows = [rcs.rebLayer(20, 200, rnom + 25)]
murestrZ1RCSects = rcs.RecordRCSlabBeamSection(
name='murestrZ1RCSects',
sectionDescr='muro de estribo, zona Z1 (inferior)',
concrType=concrete,
reinfLayer = defSimpleRCSection.MainReinfLayer(rebarsDiam=barDiameter,
areaRebar=barArea,
rebarsSpacing=0.075,
width=0.25,
nominalCover=0.050)
#instances of defSimpleRCSection.RecordRCSlabBeamSection 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 = defSimpleRCSection.RecordRCSlabBeamSection(
name='beamRCsect',
sectionDescr='beam section',
concrType=concr,
reinfSteelType=reinfSteel,
width=sectionGeometry.b,
depth=sectionGeometry.h)
beamRCsect.dir1PositvRebarRows = [reinfLayer]
beamRCsect.dir1NegatvRebarRows = [reinfLayer]
beamRCsect.dir2PositvRebarRows = [reinfLayer]
beamRCsect.dir2NegatvRebarRows = [reinfLayer]
beamRCsect.creaTwoSections()
sections.append(beamRCsect)
# Spatial distribution of reinforced concrete
# sections (assign RC sections to elements).
reinfConcreteSectionDistribution.assign(elemSet=totalSet.getElements,
setRCSects=beamRCsect)
width=1.0,
nominalCover=0.040)
fi26s150r50 = defSimpleRCSection.MainReinfLayer(rebarsDiam=26e-3,
areaRebar=areaFi26,
rebarsSpacing=0.150,
width=1.0,
nominalCover=0.050)
#Define available sections for the elements (spatial distribution of RC sections).
reinfConcreteSectionDistribution = RC_material_distribution.RCMaterialDistribution(
)
sections = reinfConcreteSectionDistribution.sectionDefinition
slab30RCSect = defSimpleRCSection.RecordRCSlabBeamSection(
name='slab30RCSect',
sectionDescr="foundation slab thickness 30 cm.",
concrType=concrete,
reinfSteelType=reinfSteel,
depth=0.3)
slab30RCSect.dir1PositvRebarRows = [fi14s150r40] #Longitudinal
slab30RCSect.dir1NegatvRebarRows = [fi14s150r40] #
slab30RCSect.dir2PositvRebarRows = [fi14s150r50] #Transverse
slab30RCSect.dir2NegatvRebarRows = [fi14s150r50] #
slab30RCSect.creaTwoSections()
sections.append(slab30RCSect)
slab40RCSect = defSimpleRCSection.RecordRCSlabBeamSection(
name='slab40RCSect',
sectionDescr="foundation slab thickness 40 cm.",
concrType=concrete,
reinfSteelType=reinfSteel,
