Determine the horizontal reaction in kips at the connection A 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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the horizontal reaction in kips at the connection A 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.

400 lb 400 lb
600 Ib
600 Ib
S00 Ib
800 lb.
10 ft
120 Ib/f
F6ft-t6ft----6 ft–---6 ft-
Transcribed Image Text:400 lb 400 lb 600 Ib 600 Ib S00 Ib 800 lb. 10 ft 120 Ib/f F6ft-t6ft----6 ft–---6 ft-
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