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clear
//
//
//Initilization of Variables
sigma1=30 //N/mm**2 //Stress in tension
d=20 //mm //Diameter
sigma2=90 //N/mm**2 //Max compressive stress
sigma3=25 //N/mm**2
//Calculations
//In TEnsion
//Corresponding stress in shear
P=sigma1*2**-1 //N/mm**2
//Tensile force
F=%pi*4**-1*d**2*sigma1
//In Compression
//Correspong shear stress
P2=sigma2*2**-1 //N/mm**2
//Correspong compressive(axial) stress
p=2*sigma3 //N/mm**2
//Corresponding Compressive force
P3=p*%pi*4**-1*d**2 //N
//Result
printf("\n Failure Loads are: %0.2f N",F)
printf("\n : %0.2f N",P3)
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