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clc
//
//
//Variable declaration
Ea=400*((10**-6)) // Principal strain(in./in)
Eb=-50*((10**-6)) // Principal strain(in./in)
v=0.30 // Poisson's ratio
n=-1
//Calculation
//Case(a) Maximum In-Plane Shearing Strain
Ymaxinplane=Ea-Eb // Maximum in-plane shearing strain(rad)
//Case(b) Maximum Shearing Strain
Ec=n*(v/(1.0-v))*(Ea+Eb) // Strain(in./in) // Maximum shearing strain(rad)
// Result
printf("\n Case(a) Maximum in plane shearing strain = %0.3f rad' ,Ymaxinplane)
printf("\n Case(b) Maximum shearing strain = %0.3f u' ,Ec)
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