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answerhappygod
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by answerhappygod »
- Determine The Reaction Forces For Beams B 1 B 2 And B 3 Column A Girder G 1 Beam B 1 Beam B 2 Beam B 3 Column B Beam 1 (48.94 KiB) Viewed 41 times
- Determine The Reaction Forces For Beams B 1 B 2 And B 3 Column A Girder G 1 Beam B 1 Beam B 2 Beam B 3 Column B Beam 2 (35.19 KiB) Viewed 41 times
Determine the reaction forces for beams B-1, B-2, and B-3. 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 = 7 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = 10 psf, (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft Beam and Girder spacing:: (1) L1= 12 ft, (2) L2=10 ft. (3) L3=8 ft
Live load = 40 psf Dead load: (1) Slab = 50 psf, (2) Deck = 7 psf, (3) Mechanical equipment = 8 psf, (4) Suspended ceiling = 10 psf. (5) Beam= 25 lb/ft, (6) Girder = 35 lb/ft • Beam and Girder spacing:: (1) L1 = 12 ft, (2) L2 = 10 ft, (3) L3= 8 ft Please round to the nearest one. Reaction force for Beam B-1 (one side only) = lb Reaction force for Beam B-2 (one side only) = Reaction force for Beam B-3 (open side) = Reaction force for Beam B-3 (Girder G-1 side) = lb lb lb
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