Determine the reaction forces for girder G-1. Column A Girder G-1 Beam B-1 Beam B-2 Beam B-3 Column B Beam B-4 L2 L3 ope

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Determine The Reaction Forces For Girder G 1 Column A Girder G 1 Beam B 1 Beam B 2 Beam B 3 Column B Beam B 4 L2 L3 Ope 1 (47.58 KiB) Viewed 31 times

Determine the reaction forces for girder G-1. Column A Girder G-1 Beam B-1 Beam B-2 Beam B-3 Column B Beam B-4 L2 L3 open Girder G-2 L1 L1 L1 Live load = 40 psf Dead load: (1) Slab 50 psf, (2) Deck = 6 psf, (3) Mechanical equipment = 6 psf, (4) Suspended ceiling = 5 psf, (5) Beam 25 lb/ft, (6) Girder= 35 lb/ft • Beam and Girder spacing:: (1) L1= 8 ft, (2) L2= 10 ft, (3) L3= 8 ft After the initial calculation, we determined the following information: The reaction force for Beam B-2 (Girder G-1 side) = 7,929 lbs The reaction force for Beam B-3 (Girder G-1 side) = 7,168 lbs Please round to the nearest one. Reaction force for Girder G-1 (Column A side) = lbs Reaction force for Girder G-1 (Column B side) = lbs