Page 120 - Fundamental of Engineering Design

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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