Determine the reaction forces for girder G-1. Column A Time left open Girder G-2 L1 L1 • Live load 30 psf Dead load: (1)

[answerhappygod]

Determine The Reaction Forces For Girder G 1 Column A Time Left Open Girder G 2 L1 L1 Live Load 30 Psf Dead Load 1 1 (42.38 KiB) Viewed 18 times

Determine the reaction forces for girder G-1. Column A Time left open Girder G-2 L1 L1 • Live load 30 psf Dead load: (1) Slab = 50 psf, (2) Deck 8 psf, (3) Mechanical equipment = 6 psf, (4) Suspended ceiling = 7 psf. (5) Beam = 25 lb/ft. (6) Girder 35 lb/ft Beam and Girder spacing:: (1) L1= 12 ft. (2) L2= 12 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) = 12,370 lbs The reaction force for Beam B-3 (Girder G-1 side) = 11,400 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 Girder G-1 Beam B-1 Beam B-2 Beam B-3 L1 Column B Beam B-4 L2 L3