Determine the reaction forces for beams B-1, B-2, and B-3. Column A Column B Girder G-1 open Girder G-2 L1 L1 L1 • Live load = 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 5 psf, (3) Mechanical equipment = 10 psf, (4) Suspended ceiling = 8 psf, %3D %3D %3! %3D %3! (5) Beam = 25 lb/ft, (6) Girder = 35 lb/ft %3D %3D • Beam and Girder spacing: : (1) L1 = 12 ft, (2) L2 = 12 ft, (3) L3 = 10 ft Please round to the nearest one. Reaction force for Beam B-1 (one side only)% = Ibs %3D Reaction force for Beam B-2 (one side only)% D Ibs Reaction force for Beam B-3 (open side) = Ibs Reaction force for Beam B-3 (Girder G-1 side) = Ibs Beam B-1 Beam B-2 Beam B-3 Beam B-4 L3 L2

Determine the reaction forces for beams B-1, B-2, and B-3. Column A Column B Girder G-1 open Girder G-2 L1 L1 L1 • Live load = 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck = 5 psf, (3) Mechanical equipment = 10 psf, (4) Suspended ceiling = 8 psf, %3D %3D %3! %3D %3! (5) Beam = 25 lb/ft, (6) Girder = 35 lb/ft %3D %3D • Beam and Girder spacing: : (1) L1 = 12 ft, (2) L2 = 12 ft, (3) L3 = 10 ft Please round to the nearest one. Reaction force for Beam B-1 (one side only)% = Ibs %3D Reaction force for Beam B-2 (one side only)% D Ibs Reaction force for Beam B-3 (open side) = Ibs Reaction force for Beam B-3 (Girder G-1 side) = Ibs Beam B-1 Beam B-2 Beam B-3 Beam B-4 L3 L2

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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