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+b=250//width, in mm
+d=500//effective depth, in mm
+W=20//UDL including self-weight, in kN/m
+Pt=1//percentage tensile steel
+l=6//span, in m
+V=W*l/2//in kN
+Tv=(V*10^3)/(b*d)//in MPa
+//for Pt=1% and for M15 grade concrete
+Tc=0.37//in MPa
+//as Tv>Tc, shear reinforcement is required
+mprintf("Nominal shear stress in beam=%f MPa\nShear strength of concrete=%f MPa", Tv,Tc)