A single parallel fillet weld of total length L and weld size h subjected to a tensile load P, will have what design stress?

1
Tensile and equal to \(\frac {P}{0.707 Lh}\)
2
Tensile and equal to \(\frac {P}{Lh}\)
3
Shear and equal to \(\frac {P}{0.707 Lh}\)
4
Shear and equal to \(\frac {P}{Lh}\)

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