120 lb/ft PROBLEM 3 Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. 600 lb 800 lb A -6 ft- 400 lb 400 lb E -6 ft- B -6 ft- 600 lb IG -800 lb. -6 ft- 5 ft 10 ft

120 lb/ft PROBLEM 3 Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Assume that A, B, and C are pin connections. The purlin loads such as D and E are applied perpendicular to the center line of each girder. 600 lb 800 lb A -6 ft- 400 lb 400 lb E -6 ft- B -6 ft- 600 lb IG -800 lb. -6 ft- 5 ft 10 ft

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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