Page 120 - DJJ 40173 compile notes - E-BOOK NEW EDIT WITH INDEX_Neat
P. 120

t = h kos (45 )
                               0
           t = 0.707h



           Shear stress in fillet welding is given by




                   τ  = P/0.707hl



                   P = 0.707hl τ




















           Usually there are two weld of equal length on two sides of the vertical

           plate



                  P = 2 (0.707hlτ) = 1.414 hlτ
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