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 $\frac{P}{Lh}$