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clc
//
//Variable declaration
G=90 // Modulus of rigidity(ksi)
disp1=0.04 // Displacement of upper rod(in)
Lda=2 // Height of bar(in)
A=8*2.5 // Area of cross section(in**2)
//Calculation
Yxy=(disp1/Lda) // Shearing strain(rad)
Txy=(90*((10**3)))*(0.020) // Shearing stress(psi)
P=(Txy*A)/((10**3)) // Force exerted on the upper plate(kips)
// Results
printf("\n Shearing strain in rod=%1f rad' ,Yxy)
printf("\n Force exerted on the upper plate=%1f kips' ,P)
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