def getMinReinfAreaUnderFlexion(self,concrete,thickness):
'''Return the minimun amount of bonded reinforcement to control cracking
for reinforced concrete sections under flexion.
:param concrete: concrete material.
:param thickness: thickness of the bended member.
'''
retval= SIA262_limit_state_checking.MinReinfAreaUnderFlexion(concrete,self.getEffectiveCover(),self.crackControlRequirement,self.spacing,thickness)
return retval
rebarSpacing= 150e-3
t= 0.30
sgAdmA= SIA262_materials.limitationContraintes("A",rebarSpacing)
ratio2= abs(sgAdmA-435e6)/435e6
sgAdmB= SIA262_materials.limitationContraintes("B",rebarSpacing)
ratio3= abs(sgAdmB-400e6)/400e6
sgAdmC= SIA262_materials.limitationContraintes("C",rebarSpacing)
ratio4= abs(sgAdmC-230e6)/230e6
kt= SIA262_materials.reductionFactorKT(t)
AsTractionA= SIA262_limit_state_checking.MinReinfAreaUnderTension(SIA262_materials.c25_30,"A",rebarSpacing,t)
ratio5= abs(AsTractionA-1538.20924739e-6)/1538.20924739e-6
AsTractionB= SIA262_limit_state_checking.MinReinfAreaUnderTension(SIA262_materials.c25_30,"B",rebarSpacing,t)
ratio6= abs(AsTractionB-1672.80255653e-6)/1672.80255653e-6
AsTractionC= SIA262_limit_state_checking.MinReinfAreaUnderTension(SIA262_materials.c25_30,"C",rebarSpacing,t)
ratio7= abs(AsTractionC-2909.22183745e-6)/2909.22183745e-6
AsFlexionA= SIA262_limit_state_checking.MinReinfAreaUnderFlexion(SIA262_materials.c25_30,concreteCover,"A",rebarSpacing,t)
ratio8= abs(AsFlexionA-346.647194688e-6)/346.647194688e-6
AsFlexionB= SIA262_limit_state_checking.MinReinfAreaUnderFlexion(SIA262_materials.c25_30,concreteCover,"B",rebarSpacing,t)
ratio9= abs(AsFlexionB-376.978824223e-6)/376.978824223e-6
AsFlexionC= SIA262_limit_state_checking.MinReinfAreaUnderFlexion(SIA262_materials.c25_30,concreteCover,"C",rebarSpacing,t)
ratio10= abs(AsFlexionC-655.615346475e-6)/655.615346475e-6
'''
print("fctm= ", fctm, " MPa")
print("ratio1= ",ratio1)
print("sgAdmA= ", sgAdmA, " MPa")
print("ratio2= ",ratio2)
print("sgAdmB= ", sgAdmB, " MPa")
print("ratio3= ",ratio3)
print("sgAdmC= ", sgAdmC, " MPa")
print("ratio4= ",ratio4)
