Question: 4 . 5 . For the single angle tension member of A 5 7 2 Grade 5 0 steel in the accompanying figure, how many

4.5. For the single angle tension member of A572 Grade 50 steel in the accompanying figure, how many 34-in.-diam A325 bolts are required for the connection? The load T is 80 kips live load and 20 kips
dead load. Assume a slip-critical connection (A325SC) is to be used. Design the shortest feasible overlap of pieces for the connection, and detail it.
4 . 5 . For the single angle tension member of A

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