1. In the bearing-type connection shown in Figure P13.10, determine the load capacity, Pu . 2. A tensile member is subjected to service dead and live loads of 30 k and 50 k, respectively, through a ?-in. plate, as shown in Figure P13.11. Design the bearing-type connection. The steel is A572 and the bolts are .-in., Group B: A490-X. In Problems 13.17 through 13.19, the connecting surface is unpainted clean mill scale. The holes are standard size and there are no fillers. 3. Design the connection from Problem 13.14 as a slip-critical connection.
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