//(Design against Static Load) Example 4.1
//Refer Fig.4.10 on page 85
//Tensile force acting on two plates P (kN)
P = 50
//Tensile yield strength of the plates Syt (N/mm2)
Syt = 250
//Factor of safety fs
fs = 2.5
//Number of rivets n
n = 3
//Length of plate L (mm)
L = 200