# -*- 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)]
#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.)
]
losInfV2RCSects = rcs.RecordRCSlabBeamSection(
name='losInfV2RCSects',
sectionDescr='losa aligerada, cara inferior',
concrType=concrete,
reinfSteelType=reinfSteel,
depth=espLosAlig,
elemSetName='losInfV2')
#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,
reinfSteelType=reinfSteel,
depth=espMurEstr,
elemSetName='murestrZ1')
#D1: vertical rebars
#D2: horizontal rebars
#positiv: interior
#negativ: exterior