//(Design against Static Load) Example 4.2
//Refer section 4.10 on page 90
//Axial tensile force acting on acting on each rod P (kN)
P = 50
//Tensile yield strength of the material Syt (N/mm2)
Syt = 400
//Factor of safety for rod f1
f1 = 6
//Factor of safety for cotter f2
f2 = 4