A. For the splice connection shown in Figure 2(A), determine the maximum factored load, Pu. that can be applied; consider the strength of the bolts (shear and bearing) only. The plates are ASTM A36 (F and the bolts are 1-in.-diameter A325X (threads are excluded from shear plan) in standard (STD)...... Hint: Check the total bolt bearing capacity on the outside plates, total bolt bearing capacity on the inside plate, and total shear capacity of the bolt group. B. Determine the capacity of the connection shown in Figure 2(B) based on weld strength alone (i.e., ignore the base-metal shear strength). Electrodes are E70XX.I'

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