//(Welded and Riveted Joints) Example 8.10
//Refer Fig. 8.25 on page 287
//Eccentric force acting on the welded connection P (kN)
P = 60
//Permissible shear stress for the weld tau (N/mm2)
tau = 100
//Width of the plate w (mm)
w = 100
//Length of the transverse welds l (mm)
l = 50
//Force eccentricity e (mm)
e = 150 + (l/2)