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+b=300//width, in mm
+d=600//effective depth, in mm
+W=100//UDL including self-weight, in kN/m
+Pt=2//percentage tensile steel
+l=7.2//span, in m
+sigma_cbc=7//in MPa
+sigma_st=190//in MPa
+m=13.33//modular ratio
+V=W*l/2//in kN
+Tv=(V*10^3)/(b*d)//in MPa
+Tcmax=1.8//in MPa
+//as Tv>Tcmax, section is to be redesigned so that Tv becomes less than Tcmax
+mprintf("Nominal shear stress in beam=%f MPa\nFor given grade of concrete, Tcmax=1.8 MPa and as Tv > Tcmax, section is to be redesigned so that Tv becomes less than Tcmax", Tv)