Question

1- The tension member shown in Figure is a PL 1/2x 8 of A36 steel (Fy = 36 ksi and Fu =58ksi). The member is connected to a gusset plate

with 11/8 inch-diameter bolts. It is subjected to the dead and live loads shown. Does this member have enough strength? Assume that Ae = An- Use LRFD.

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