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for columns A-3 and C-1, respectively: The floor framing in the figure is loaded by dead loads, DL = 25 psf, and live loads, LL = 50 psf. All beams weigh 25 lb/ft and all girders weigh 50 lb/ft. 1. Draw the load flow diagrams for columns A-3 and C-1 showing the propagation of loads through the various structural elements

for columns A-3 and C-1, respectively: The floor framing in the figure is loaded by dead loads, DL = 25 psf, and live loads, LL = 50 psf. All beams weigh 25 lb/ft and all girders weigh 50 lb/ft. 1. Draw the load flow diagrams for columns A-3 and C-1 showing the propagation of loads through the various structural elements

Structural Analysis
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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for columns A-3 and C-1, respectively:
The floor framing in the figure is loaded by dead loads, DL = 25 psf, and live loads, LL = 50 psf. All beams weigh 25 lb/ft and all girders weigh 50 lb/ft.
1. Draw the load flow diagrams for columns A-3 and C-1 showing the propagation of loads through the various structural elements

GA G2 OP EN B6 B7 1 G4 G6 1 GlO 3) 3@6'=18' 4@6'는 24 1. G5 B2 BIZ Ба 1, 89 2@8'=16
Transcribed Image Text:GA G2 OP EN B6 B7 1 G4 G6 1 GlO 3) 3@6'=18' 4@6'는 24 1. G5 B2 BIZ Ба 1, 89 2@8'=16
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