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b=300//width, in mm
d=800//effective depth, in mm
Ast=3940//in sq mm
Asc=795//in sq mm
top_cover=40//in mm
fck=15//in MPa
fy=250//in MPa
Xc=0.531*d//in mm
fcc=0.446*fck//in MPa
fsc=0.87*fy//in MPa
Mu=(0.36*fck*b*Xc*(d-0.416*Xc)+(fsc-fcc)*Asc*(d-top_cover))/10^6//in kN-m
mprintf("Moment of resistance of the beam = %f kN-m",Mu)
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