Question: [ 3 ] 3 . The tension member shown below is a PL 1 2 8 of A 3 6 steel. The member is connected

[3]3. The tension member shown below is a PL 128 of A36 steel. The member is connected to a gusset plate with 118 in diameter bolts. It is subjected to the dead and live loads shown below. Does this member have enough strength? Assume that Ae=An. If it does not have enough strength, how would you resolve this issue?
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[ 3 ] 3 . The tension member shown below is a PL

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