Python rebLayer 예제들

예제 #1

# -*- 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)]

예제 #2

파일: sectionsDef.py 프로젝트: berndhahnebach/XCmodels

#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')

예제 #3

파일: sectionsDef.py 프로젝트: berndhahnebach/XCmodels

#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