For the bearing-type connection shown in Figure, we are given the following numerical information: A36 steel bracket plate and column, g = 5.5 in., s = 3 in., ex = 6 in., column flange thickness =...

For the bearing-type connection shown in Figure, we are given the following numerical information: A36 steel bracket plate and column, g = 5.5 in., s = 3 in., ex = 6 in., column flange thickness = 0.855 in., 0.75-in.-dia.meter A325X bolts in single shear, and P,, = 50 kips. Use TXFD p. 8-52 to determine the number of bolts required. Use LRFD to determine the required bracket plate thickness for M = PJ?.