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+clc
+//
+
+//Variable declaration
+Fac = 750 //Force on rod AC(lb)
+D = 0.375 //Diameter at the upper junction of rod ABC(in)
+
+
+//Calculation
+//Case(a)
+A=(1/4.0)*((%pi)*(D**2)) //Area at the upper junction of rod ABC(in^2)
+tA=(Fac/A) //Shearing Stress in Pin A(psi)
+//Case(b)
+Ab=(1/4.0)*((%pi)*(0.25**2)) //Area at the lower junction of rod ABC(in^2)
+tC=(((1/2.0)*Fac)/Ab) //Shearing Stress in Pin C(psi)
+//Case(c)
+Anet=(3/8.0)*(1.25-0.375) //Area of cross section at A(in^2)
+sA=(Fac/Anet) //Largest Normal Stress in Link ABC(psi)
+//Case(d)
+F1=750/2 //Force on each side(lb)
+Ad=(1.25*1.75) //Area at junction B(in^2)
+tB=(F1/Ad) //Average Shearing Stress at B
+//Case(e)
+Ae=0.25*0.25 //Area at point C(in^2)
+sB=(F1/Ae) //Bearing Stress in Link at C
+
+
+//Result
+printf("\n Case(a): Shearing Stress in Pin A = %.1f psi' ,tA)
+printf("\n Case(b): Shearing Stress in Pin C = %.f psi' ,tC)
+printf("\n Case(c): Largest Normal Stress in Link ABC = %.f psi' ,sA)
+printf("\n Case(d): Average Shearing Stress at B = %.f psi' ,tB)
+printf("\n Case(e): Bearing Stress in Link at C = %.f psi' ,sB)