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+b=300//width, in mm
+d=600//effective depth, in mm
+fck=20//in MPa
+fy=415//in MPa
+Xc=0.479*d//in mm
+Mu=0.36*fck*b*Xc*(d-0.416*Xc)/10^6//in kN-m
+Ast=round(0.36*fck*b*Xc/0.87/fy)//in sq mm
+mprintf("Moment of resistance of the beam=%f kN-m\nSteel required=%d sq mm", Mu,Ast)
+//answer does not match with textbook because of round-off error