3. Load TracingFor the framing plan below, find out the reactions of the beams and girdersshown in the plan. The loads on the plan are as follows:Snow LoadConcrete (4" slab)Steel DeckMechanical equip.= 50 psf= 150 pcf= 5 psf== 10 psfSuspended Ceiling = 5 psfQ-6I-6 @ 6.67' = 40-H33B3IH2 @ 10' 20'+5 @ 8'=40'B2G1B4C2BII13G4G2G3B1C-I-I.C340'- 20'-

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3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in the plan. The loads on the plan are as follows: Snow Load = 50 psf Concrete (4" slab) = 150 pcf Steel Deck = 5 psf Mechanical equip. = 10 psf Suspended Ceiling = 5 psf

3. Load Tracing For the framing plan below, find out the reactions of the beams and girders shown in the plan. The loads on the plan are as follows: Snow Load = 50 psf Concrete (4" slab) = 150 pcf Steel Deck = 5 psf Mechanical equip. = 10 psf Suspended Ceiling = 5 psf

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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