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+b=230//width, in mm
+d=600//effective depth, in mm
+Asc=554//in sq mm
+Ast=1524//in sq mm
+top_cover=30//in mm
+fck=15//in MPa
+fy=415//in MPa
+Xc=0.479*d//in mm
+fcc=0.446*fck//in MPa
+//for d'/d=30/600=0.05 and Fe415 grade steel,
+fsc=355//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)