Determine the reaction forces for beams B-1, B-2, and B-3. Column A Column B Girder G-1 12 open Girder G-2 L1 L1 L1 Live load - 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck 5 pst, (3) Mechanical equipment 13 pst, (4) Suspended ceiling 8 (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 Please round to the nearest one. Reaction force for Beam B-1 (one side only) = Ibs Reaction force for Beam B-2 (one side only)= 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 12 open Girder G-2 L1 L1 L1 Live load - 30 psf • Dead load: (1) Slab = 50 psf, (2) Deck 5 pst, (3) Mechanical equipment 13 pst, (4) Suspended ceiling 8 (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 Please round to the nearest one. Reaction force for Beam B-1 (one side only) = Ibs Reaction force for Beam B-2 (one side only)= 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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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