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ittttttttttttt 150 Ib/ft 300 Ib/ft 12 ft E. 12 ft Roof C DEE Purlin B 25 ft -25 ft – ft FIG. P4.30

ittttttttttttt 150 Ib/ft 300 Ib/ft 12 ft E. 12 ft Roof C DEE Purlin B 25 ft -25 ft – ft FIG. P4.30

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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Determine the force in each member of the roof truss shown. The roof is simply supported on purlins which, in turn, are attached to the joints of the top chord of the truss. Thus, the uniformly distributed loading on the roof is transmitted by the purlins as concentrated loads to the truss joints

ittttttttttttt 150 Ib/ft 300 Ib/ft 12 ft E. 12 ft Roof C DEE Purlin B 25 ft -25 ft – ft FIG. P4.30
Transcribed Image Text:ittttttttttttt 150 Ib/ft 300 Ib/ft 12 ft E. 12 ft Roof C DEE Purlin B 25 ft -25 ft – ft FIG. P4.30
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