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

Length of the shorter weld(l1) = 66.666667 mm

Length of the longer weld(l2) = 121.303258 mm