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)