1. AW 14 x 211 beam is connected to a steel girder by 4-25 mm bolts as shown. The bolts are A325 with threads excluded from shear plane. The steel beam is ASTM A53. The angles and its connection to the girder can be assumed adequate to carry the loads. Determine the maximum end reaction that the beam can resist. 60mm W 14 x 211 d - 399.30mm tw = 24.90mm

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