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+clc
+//
+//
+
+//Variable declaration
+V=2.5 // Force(kips)
+b=4 // Distance(in)
+t=0.15 // Thickness(in)
+h=6 // Height(in)
+
+
+//Calculation
+tB=(6*V*b)/((t*h)*(6.0*b+h)) // Horizontal shearing stress(ksi)
+tMAX=(3*(V)*(4*b+h))/(2.0*t*h*(6.0*b+h)) // Shearing stress in web(ksi)
+
+// Result
+printf("\n Shearing stress in flanges = %0.3f ksi' ,tB)
+printf("\n Shearing stress in web = %0.3f ksi' ,tMAX)