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+clc
+//
+
+//Variable declaration
+t=0.160 // thickness(in)
+T=24 // Torque(kip.in)
+
+
+//Calculation
+// Case(a)
+Area=3.84*2.34 // Area bounded by centre line(in**2)
+t=(T)/(2*t*Area) // shearing stress in wall(ksi)
+// Case(b)
+tABAC=0.120
+tBDCD=0.200
+tAB=(T)/(2*tABAC*Area) // shearing stress in wall(ksi)
+tAC=tAB
+tBD=(T)/(2*tBDCD*Area) // shearing stress in wall(ksi)
+tCD=tBD
+
+// Result
+printf("\n Case(a): Shearing stress in each wall = %1f ksi' ,t)
+printf("\n Case(b): Shearing stress in wall AB and AC= %1f ksi ' ,tAB)
+printf("\n Case(b): Shearing stress in wall BD and CD= %1f ksi ' ,tCD)