def getMR(self,concrete,b,thickness):
'''Return the bending resistance of the (b x thickness) rectangular section.
:param concrete: concrete material.
:param b: width of the rectangular section.
:param thickness: height of the rectangular section.
'''
return ng_simple_bending_reinforcement.Mu(self.getAs(),concrete.fcd(),self.steel.fyd(),b,thickness-self.getEffectiveCover())
def VuNoShearRebars(concrete,steel,Nd,Md,AsTrac,b,d):
'''Section shear capacity without shear reinforcement.
:param concrete: concrete material.
:param steel: steel material of the tensioned reinforcement.
:param Nd: axial internal force on the section.
:param Md: bending moment on the section.
:param AsTrac: area of tensioned reinforcement.
:param b: section width.
:param d: section effective depth.
'''
Mu= ng_simple_bending_reinforcement.Mu(AsTrac,concrete.fcd(),steel.fyd(),b,d)
return VuNoShearRebarsSIA262(concrete,Nd,Md,Mu,b,d)
def getMR(self, beton, b, epaisseur):
return ng_simple_bending_reinforcement.Mu(
self.getAs(), beton.fcd(), self.acier.fyd(), b,
epaisseur - self.getEnrobageMec())
def VuNoShearRebars(beton, acier, Nd, Md, AsTrac, b, d):
# Section shear capacity without shear reinforcement.
Mu = ng_simple_bending_reinforcement.Mu(AsTrac, beton.fcd(), acier.fyd(),
b, d)
return VuNoShearRebarsSIA262(beton, acier, Nd, Md, Mu, b, d)
def getMR(self, concrete, b, epaisseur):
return ng_simple_bending_reinforcement.Mu(
self.getAs(), concrete.fcd(), self.steel.fyd(), b,
epaisseur - self.getEffectiveCover())
