# -*- coding: utf-8 -*-
from postprocess import limit_state_data as lsd
from postprocess import RC_material_distribution
from materials.sia262 import SIA262_limit_state_checking as lschck #Checking material for cracking limit state according to SIA262
execfile("../model_gen.py") #FE model generation
lsd.LimitStateData.envConfig = cfg
#choose env_config file:
execfile("../env_config_deck.py")
execfile("../env_config_abutment.py")
#
# variables that control the output of the checking (setCalc,
# appendToResFile .py [defaults to 'N'], listFile .tex [defaults to 'N']
outCfg = lsd.VerifOutVars(setCalc=decks, appendToResFile='N', listFile='N')
#Reinforced concrete sections on each element.
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
#Checking material for limit state.
limitStress = 350e6 #XXX
limitStateLabel = lsd.freqLoadsCrackControl.label
lsd.freqLoadsCrackControl.controller = lschck.CrackControlSIA262PlanB(
limitStateLabel, limitStress)
lsd.freqLoadsCrackControl.check(reinfConcreteSections, outCfg)
# -*- coding: utf-8 -*-
import os
#Project directory structure
execfile("./env_config.py")
from postprocess import limit_state_data as lsd
from postprocess import RC_material_distribution
from materials.sia262 import SIA262_limit_state_checking
lsd.LimitStateData.envConfig = cfg
#Reinforced concrete sections on each element.
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
#Checking material for limit state.
limitStress = 230e6 #XXX
limitStateLabel = lsd.quasiPermanentLoadsCrackControl.label
lsd.quasiPermanentLoadsCrackControl.controller = SIA262_limit_state_checking.CrackControlSIA262PlanB(
limitStateLabel, limitStress)
lsd.quasiPermanentLoadsCrackControl.check(reinfConcreteSections)
# -*- coding: utf-8 -*-
import os
#Project directory structure
execfile("../env_config.py")
from postprocess import limit_state_data as lsd
from postprocess import RC_material_distribution
from materials.sia262 import SIA262_limit_state_checking
lsd.LimitStateData.envConfig = cfg
#Reinforced concrete sections on each element.
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
#Checking material for limit state.
limitStress = 350e6 #XXX
limitStateLabel = lsd.freqLoadsCrackControl.label
lsd.freqLoadsCrackControl.controller = SIA262_limit_state_checking.CrackControlSIA262PlanB(
limitStateLabel, limitStress)
lsd.freqLoadsCrackControl.check(reinfConcreteSections)
# -*- coding: utf-8 -*-
from postprocess import limit_state_data as lsd
from postprocess import RC_material_distribution
from materials.sia262 import SIA262_limit_state_checking as lschck #Checking material for cracking limit state according to SIA262
execfile("../model_gen.py") #FE model generation
lsd.LimitStateData.envConfig = cfg
#choose env_config file:
execfile("../env_config_deck.py")
execfile("../env_config_abutment.py")
#
# variables that control the output of the checking (setCalc,
# appendToResFile .py [defaults to 'N'], listFile .tex [defaults to 'N']
outCfg = lsd.VerifOutVars(setCalc=decks, appendToResFile='N', listFile='N')
#Reinforced concrete sections on each element.
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
#Checking material for limit state.
limitStress = 350e6 #XXX
limitStateLabel = lsd.quasiPermanentLoadsCrackControl.label
lsd.quasiPermanentLoadsCrackControl.controller = lschck.CrackControlSIA262PlanB(
limitStateLabel, limitStress)
lsd.quasiPermanentLoadsCrackControl.check(reinfConcreteSections, outCfg)