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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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