A steel bar of thickness $h$, to be used as a beam, is welded to a vertical support by two fillet welds as shown in the figure. The allowable shear stress in the weld is 27 kpsi.
T
d
b
h
F
The dimensions for the parameters in the figure are given below.
b = 3 in
c = 5 in
d = 3 in
h = 0.350 in