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+clc
+//
+
+//Variable declaration
+c=1.25 // Radius(in)
+Sy=36 // Stress(ksi)
+b=0.8 // Breadth(in)
+h=2.5 // Height(in)
+
+//Calculation
+I=(1/12.0)*(b)*(h)**3 // Centroidal moment of inertia(in**4)
+M=(I/c)*(Sy) // Bending moment(kip.in)
+
+// Result
+printf("\n Bending moment = %0.3f kip.in' ,M)