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Snow: 20 psf of horizontal projection Roofing: 12 psf MC8 x 8.5 purlins Truss welght: 1000 Ib (estimated) a. Use LRFD. b. Use ASD. 3'-0 3@ 10'-0* = 30'-0"

Snow: 20 psf of horizontal projection Roofing: 12 psf MC8 x 8.5 purlins Truss welght: 1000 Ib (estimated) a. Use LRFD. b. Use ASD. 3'-0 3@ 10'-0* = 30'-0"

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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Draw a free body diagram for Rbx and Fbc

Tension Members in Roof Trusses Use A992 steel and select a structural tee for the top chord of the welded roof truss shown in Figure P3.8-1. All connections are made with longitudinal plus transverse welds. Assume a connection length of 12 inches. The spacing of trusses in the roof system is 15 feet. Design for the following loads. 3.8-1
Transcribed Image Text:Tension Members in Roof Trusses Use A992 steel and select a structural tee for the top chord of the welded roof truss shown in Figure P3.8-1. All connections are made with longitudinal plus transverse welds. Assume a connection length of 12 inches. The spacing of trusses in the roof system is 15 feet. Design for the following loads. 3.8-1
Snow: 20 psf of horizontal projection Roofing: 12 psf MC8 x 8.5 purlins Truss welght: 1000 Ib (estimated) a. Use LRFD. b. Use ASD. 3'-0 3@ 10'-0 = 30'-0"
Transcribed Image Text:Snow: 20 psf of horizontal projection Roofing: 12 psf MC8 x 8.5 purlins Truss welght: 1000 Ib (estimated) a. Use LRFD. b. Use ASD. 3'-0 3@ 10'-0 = 30'-0"
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