areaRebar=areaFi20,
rebarsSpacing=sepL,
nominalCover=basicCover + 12e-3)
])
sections.append(deckSections)
import os
pth = os.path.dirname(__file__)
#print("pth= ", pth)
if (not pth):
pth = "."
fname = os.path.basename(__file__)
#Checking normal stresses.
lsd.normalStressesResistance.controller = SIA262_limit_state_checking.BiaxialBendingNormalStressController(
'ULS_normalStress')
cfg = default_config.EnvConfig(language='en',
intForcPath='results/internalForces/',
verifPath='results/verifications/',
reportPath='./',
resultsPath='annex/',
grWidth='120mm')
cfg.projectDirTree.workingDirectory = '/tmp/' + os.path.splitext(fname)[0]
cfg.projectDirTree.createTree(
) # To allow copying existing internal force data into.
lsd.LimitStateData.envConfig = cfg
shutil.copy(pth + '/intForce_ULS_normalStressesResistance.csv',
lsd.normalStressesResistance.getInternalForcesFileName())
#lsd.LimitStateData.internal_forces_results_directory= pth+'/'
#lsd.LimitStateData.check_results_directory= '/tmp/'
#lsd.normalStressesResistance.outputDataBaseFileName= 'ppTN'
lsd.LimitStateData.envConfig = cfg
#choose env_config file:
execfile("../env_config_deck.py")
#execfile("../env_config_abutment.py")
#
#Reinforced concrete sections on each element.
#reinfConcreteSections=RC_material_distribution.RCMaterialDistribution()
#reinfConcreteSections.mapSectionsFileName='./mapSectionsReinforcement.pkl'
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
#stcalc=setArmadosEstr
#stcalc=setArmVol
#stcalc=setArmCart
#stcalc=setArmLosa
#stcalc=setArmPil
stcalc = setArmados
#stcalc=setArmadosEstr
#stcalc=setArmZapEstr
#stcalc=setArmMurEstr
# variables that control the output of the checking (setCalc,
# appendToResFile .py [defaults to 'N'], listFile .tex [defaults to 'N']
outCfg = lsd.VerifOutVars(setCalc=stcalc,
appendToResFile='N',
listFile='N',
calcMeanCF='N')
limitState = lsd.normalStressesResistance
limitState.controller = lscheck.BiaxialBendingNormalStressController(
limitState.label)
lsd.normalStressesResistance.check(reinfConcreteSections, outCfg)
# -*- 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 lscheck
#Results directories
execfile("../model_gen.py") #FE model generation
#Reinforced concrete sections on each element.
#reinfConcreteSections=RC_material_distribution.RCMaterialDistribution()
#reinfConcreteSections.mapSectionsFileName='./mapSectionsReinforcement.pkl'
reinfConcreteSections = RC_material_distribution.loadRCMaterialDistribution()
setCalc = overallSet #set of elements for which to perform the checking
limitStateLabel = lsd.normalStressesResistance.label
lsd.normalStressesResistance.controller = lscheck.BiaxialBendingNormalStressController(
limitStateLabel)
meanFCs = lsd.normalStressesResistance.check(reinfConcreteSections,
setCalc=setCalc)
