def writeRebars(self, outputFile, concrete, AsMin):
'''Write rebar family data.'''
self.writeDef(outputFile, concrete)
outputFile.write(" area: As= " +
fmt.Areas.format(self.getAs() * 1e4) +
" cm2/m areaMin: " + fmt.Areas.format(AsMin * 1e4) +
" cm2/m")
rf.writeF(outputFile, " F(As)", self.getAs() / AsMin)
def writeResultStress(self, outputFile, M):
'''Cheking of stresses under permanent loads (SIA 262 fig. 31)'''
if (abs(M) > 0):
stress = M / (0.9 * self.h * self.tensionRebars.getAs())
outputFile.write(" Stress check: M= " + fmt.Esf.format(M / 1e3) +
" kN m, $\sigma_s$= " +
fmt.Esf.format(stress / 1e6) + " MPa\\\\\n")
outputFile.write(
" $\sigma_{lim}$= " +
fmt.Esf.format(self.stressLimitUnderPermanentLoads / 1e6) +
" MPa")
rebar_family.writeF(outputFile, " F($\sigma_s$)",
self.stressLimitUnderPermanentLoads / stress)
def writeResultFlexion(self, outputFile, Nd, Md, Vd):
AsMin = self.getMinReinfAreaUnderFlexion()
reinfDevelopment = self.tensionRebars.getBasicAnchorageLength(
self.concrete)
outputFile.write(" RC section dimensions; b= " +
fmt.Lengths.format(self.b) + " m, h= " +
fmt.Lengths.format(self.h) + " m\\\\\n")
self.tensionRebars.writeRebars(outputFile, self.concrete, AsMin)
if (abs(Md) > 0):
MR = self.getMR()
outputFile.write(" Bending check: Md= " +
fmt.Esf.format(Md / 1e3) + " kN m, MR= " +
fmt.Esf.format(MR / 1e3) + "kN m")
rebar_family.writeF(outputFile, " F(M)", MR / Md)
if (abs(Vd) > 0):
VR = self.getVR(Nd, Md)
outputFile.write(" Shear check: Vd= " + fmt.Esf.format(Vd / 1e3) +
" kN, VR= " + fmt.Esf.format(VR / 1e3) + " kN")
rebar_family.writeF(outputFile, " F(V)", VR / Vd)