5. The Fink truss shown in Figure 1-63 is supported on rollers at A and hinged at B. The uniformly distributed load weighing 150 lb per linear foot is perpendicular to the inclined members. Members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine the reactions at A and B. 1500 lb E 150 lb/ft 12' 10 A

5. The Fink truss shown in Figure 1-63 is supported on rollers at A and hinged at B. The uniformly distributed load weighing 150 lb per linear foot is perpendicular to the inclined members. Members CD and FG are respectively perpendicular to AE and BE at their midpoints. Determine the reactions at A and B. 1500 lb E 150 lb/ft 12' 10 A

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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