Determine the reaction forces for girder G-1. Column A Beam B-1 L1 Beam B-2 Girder G-1 Girder G-2 L1 Beam B-3 Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 17,890 lbs The reaction force for Beam B-3 (Girder G-1 side) = 15,685 lbs Reaction force for Girder G-1 (Column B side) = open lbs lbs L1 • Live load = 50 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 10 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 14 ft, (2) L2 = 10 ft, (3) L3= 10 ft Column B Beam B-4 L2 L3

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