def __init__(self, preprocessor, sectName, sectDescr, concrete, rfSteel,
concrDiag, rfStDiag, geomSection, width, depth):
self.concrete = concrete
self.rfSteel = rfSteel
self.geomSection = geomSection
self.sectName = sectName
self.sectDescr = sectDescr
self.concrete = concrete
self.rfSteel = rfSteel
self.concrDiag = concrDiag
self.rfStDiag = rfStDiag
self.width = width
self.depth = depth
self.JTorsion = self.scc.getJTorsion()
self.shReinfY = sHAs.RecordShearReinforcement()
self.shReinfY.familyName = "Vy"
self.shReinfZ = sHAs.RecordShearReinforcement()
self.shReinfZ.familyName = "Vz"
self.Ec = self.concrete.Ecm()
self.Es = self.rfSteel.Es
self.regions = self.geomSection.getRegions
self.tangConcr = self.concrDiag.getTangent()
self.GB = self.geomSection.getCdgGrossSection()
self.AB = self.geomSection.getAreaGrossSection()
self.IyB = self.geomSection.getIyGrossSection()
self.IzB = self.geomSection.getIzGrossSection()
self.PyzB = self.geomSection.getPyzGrossSection()
self.reinforcement = self.geomSection.getReinfLayers #ListReinfLayer
self.tangSteel = self.rfStDiag.getTangent()
self.areaMainReinforcement = self.reinforcement.getAreaGrossSection()
self.cover = self.reinforcement.getCover
self.lista_fams_reinforcement = []
for f in self.reinforcement:
datosFam = RecordFamMainReinforcement(f)
self.lista_fams_reinforcement.append(datosFam)
self.GH = self.geomSection.getCdgHomogenizedSection(
self.tangConcr) # Center of gravity of the homogenized section
self.AH = self.geomSection.getAreaHomogenizedSection(
self.tangConcr) # Area of the homogenized section
self.IyH = self.geomSection.getIyHomogenizedSection(
self.tangConcr) # Inertia tensor of homogenized section.
self.IzH = self.geomSection.getIzHomogenizedSection(self.tangConcr)
self.PyzH = self.geomSection.getPyzHomogenizedSection(self.tangConcr)
elemSetName='murAligV2')
#D1: horizontal rebars
#D2: vertical rebars
#positiv: top face
#negativ: bottom face
# murAligV2RCSects.dir1PositvRebarRows=[rcs.rebLayer(8,200,rnom+12)]
# murAligV2RCSects.dir2PositvRebarRows=[rcs.rebLayer(16,200,rnom)]
# murAligV2RCSects.dir1NegatvRebarRows=[rcs.rebLayer(8,200,rnom+12)]
# murAligV2RCSects.dir2NegatvRebarRows=[rcs.rebLayer(16,200,rnom)]
murAligV2RCSects.dir1PositvRebarRows = [rcs.rebLayer(8, 200, rnom + 12)]
murAligV2RCSects.dir2PositvRebarRows = [rcs.rebLayer(8, 200, rnom)]
murAligV2RCSects.dir1NegatvRebarRows = [rcs.rebLayer(8, 200, rnom + 12)]
murAligV2RCSects.dir2NegatvRebarRows = [rcs.rebLayer(8, 200, rnom)]
shear2 = rcs.RecordShearReinforcement(familyName="shear2",
nShReinfBranches=2.0,
areaShReinfBranch=areaFi16,
shReinfSpacing=0.10,
angAlphaShReinf=math.pi / 2.0,
angThetaConcrStruts=math.pi / 4.0)
murAligV2RCSects.dir2ShReinfY = shear2
pilasInfRCSects = rcs.RecordRCSlabBeamSection(
name='pilasInfRCSects',
sectionDescr='pilas, zona inferior ',
concrType=concrete,
reinfSteelType=reinfSteel,
width=lRectEqPila,
depth=lRectEqPila,
elemSetName='pilasInf')
#comprobación a cortante
#pilasInfRCSects= rcs.RecordRCSlabBeamSection(name='pilasInfRCSects',sectionDescr='pilas ',concrType=concrete, reinfSteelType=reinfSteel,width=1.0,depth=lRectEqPila**2,elemSetName='pilasInf')
#D1: cara dorsal
areaRebar=areaFi10,
rebarsSpacing=0.20,
width=BCheight,
nominalCover=coverForAll)
layer4.nRebars = 5
layer5 = defSimpleRCSection.MainReinfLayer(rebarsDiam=10e-3,
areaRebar=areaFi10,
rebarsSpacing=0.20,
width=BCheight,
nominalCover=coverForAll + 0.15)
layer5.nRebars = 6
shear1 = defSimpleRCSection.RecordShearReinforcement(
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 = [layer1, layer2, layer3, layer4, layer5]
botColRCSects.dir1NegatvRebarRows = [layer1, layer2, layer4, layer5]
botColRCSects.dir2PositvRebarRows = [layer1, layer2, layer3, layer4, layer5]
botColRCSects.dir2NegatvRebarRows = [layer1, layer2, layer4, layer5]
botColRCSects.dir1ShReinfY = shear1
botColRCSects.dir1ShReinfZ = shear1
botColRCSects.dir2ShReinfY = shear1
botColRCSects.dir2ShReinfZ = shear1
botColRCSects.creaTwoSections()
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)] footRCSects.dir1NegatvRebarRows=[rcs.rebLayer(12,150,35)] footRCSects.dir2PositvRebarRows=[rcs.rebLayer(16,150,35)] footRCSects.dir2NegatvRebarRows=[rcs.rebLayer(16,150,35)] wallRCSects= rcs.RecordRCSlabBeamSection(name='wallRCSects',sectionDescr='wall of shell elements',concrType=concrete, reinfSteelType=reinfSteel,depth=wallTh,elemSetName=wall.name) wallRCSects.dir1PositvRebarRows=[rcs.rebLayer(20,200,35)]
reinfSteel = ACI_materials.A615G60
reinfSteel.gammaS = 1.0 / 0.75
lSqrtFck = concrete.getLambdaSqrtFck()
lSqrtFckRef = 63.246 * ACI_materials.toPascal
ratio1 = abs(lSqrtFck - lSqrtFckRef) / lSqrtFckRef
bw = 12 * 0.0254 # 12 in
d = 15 * 0.0254 # 15 in
section = defSimpleRCSection.RecordRCSimpleSection(name='test',
concrType=concrete,
reinfSteelType=reinfSteel,
width=bw,
depth=d / 0.9)
section.shReinfY = defSimpleRCSection.RecordShearReinforcement(
nShReinfBranches=1.0,
areaShReinfBranch=0.592 * 0.0254**2,
shReinfSpacing=1.0 * 0.3048)
shearController = lsc.ShearController(lsd.shearResistance.label)
shearController.setSection(section)
Vc = shearController.getVcNoShearRebars(Nd=0.0)
VcRef = 17.076 * 4.4482216e3 / 0.75 # kip->N
ratio2 = abs(Vc - VcRef) / VcRef
Vmax = shearController.getV_max(Nd=0.0)
VmaxRef = 85.381 * 4.4482216e3
ratio3 = abs(Vmax - VmaxRef) / VmaxRef
ratio4 = abs(0.0004774184 - section.shReinfY.getAs() *
shearController.effectiveDepth) / 0.0004774184
#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
dintExtRCSects.creaTwoSections()
sections.append(dintExtRCSects)
dintCentRCSects = defSimpleRCSection.RecordRCSlabBeamSection(
name='dintCentRCSects',
sectionDescr='dintel, zona central',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=deckTh)
dintCentRCSects.dir1PositvRebarRows = [fi12s150r76] #long. sup.
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,
angThetaConcrStruts=math.pi / 4.0)
pilasRCSects.dir2ShReinfZ = 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,
angThetaConcrStruts=math.pi / 4.0)
pilasRCSects.dir1ShReinfY = rcs.RecordShearReinforcement(
familyName="sh",
nShReinfBranches=cercosPil[1],
areaShReinfBranch=math.pi * (cercosPil[0] * 1e-3)**2 / 4.,
