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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)
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