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

(a) Tensile and equal to  $\frac{P}{0.707Lh}$

(b) Tensile and equal to  $\frac{P}{Lh}$

(c) Shear and equal to $\frac{P}{0.707Lh}$

(d) Shear and equal to    $\frac{P}{Lh}$

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