Determine the reaction forces for girder G-1. Column A Beam B-1 Beam B-2 Beam B-3 L1 Girder G-1 • Live load = 30 psf Gir

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Determine The Reaction Forces For Girder G 1 Column A Beam B 1 Beam B 2 Beam B 3 L1 Girder G 1 Live Load 30 Psf Gir 1 (40.5 KiB) Viewed 32 times

Determine The Reaction Forces For Girder G 1 Column A Beam B 1 Beam B 2 Beam B 3 L1 Girder G 1 Live Load 30 Psf Gir 2 (39.8 KiB) Viewed 32 times

Determine the reaction forces for girder G-1. Column A Beam B-1 Beam B-2 Beam B-3 L1 Girder G-1 • Live load = 30 psf Girder G-2 L1 open L1 Column B Beam B-4 L2 L3 12
• Live load = 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 5 psf, (3) Mechanical equipment = 14 psf, (4) Suspended ceiling = 6 psf, (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 After the initial calculation, we determined the following information: • The reaction force for Beam B-2 (Girder G-1 side) = 14,950 lbs •The reaction force for Beam B-3 (Girder G-1 side) = 13,113 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