//(Welded and Riveted Joints) Example 8.8
//Refer Fig.8.18 on page 285
//ISA angle dimensions l1 x l2 x t
l1 = 150
l2 = 75
t = 10
//Static load acting on the angle through the C.G. P (kN)
P = 125
//Distance of the angle C.G. from the short side y2 (mm)
y2 = 53.2
//Allowable load per mm of the weld Pall (N/mm)
Pall = 665