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+b=250//width, in mm
+d=500//effective depth, in mm
+sigma_cbc=5//in MPa
+sigma_st=140//in MPa
+m=18.66//modular ratio
+//to find critical depth of neutral axis
+Xc=d/(1+sigma_st/(m*sigma_cbc))//in mm
+z=d-Xc/3//lever arm, in mm
+Mr=b*Xc*sigma_cbc*z/2//in N-mm
+mprintf("Moment of resistance of the beam = %f kN-m",Mr/10^6)