//(Welded and Riveted Joints) Example 8.13
//Refer Fig.8.33 on page 292
//Eccentric load acting on the bracket P (kN)
P = 50
//Permissible shear stress in the welds tau (N/mm2)
tau = 70
//Length of the transverse welds l (mm)
l = 400
//Length of the bracket w (mm)
w = 300
//Number of transverse welds N
N = 2
//Force eccentricity value e (mm)
e = 300