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or the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and F are applied perpendicular to the center line of each girder. etermine the horizontal and vertical reactions at the connections A and C of the gable frame. raw the shear diagram for sloping members and columns 20 kN 20 kN 40 kN 40 kN 30 kN 30 kN, D G B 2.5 m 20 kN kN/m 5 m

or the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and F are applied perpendicular to the center line of each girder. etermine the horizontal and vertical reactions at the connections A and C of the gable frame. raw the shear diagram for sloping members and columns 20 kN 20 kN 40 kN 40 kN 30 kN 30 kN, D G B 2.5 m 20 kN kN/m 5 m

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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For the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and F are applied perpendicular to the center line of each girder. Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Draw the shear diagram for sloping members and columns 20 kN 20 kN 40 kN 40 kN EF 30 kN 30 kN, D G B 2.5 m 20 kN kN/m 5 m 3 m 3 m 3 m→- 3 m-
Transcribed Image Text:For the frame shown, assume that A, B, and C are pin connections. The purlin loads such as D and F are applied perpendicular to the center line of each girder. Determine the horizontal and vertical reactions at the connections A and C of the gable frame. Draw the shear diagram for sloping members and columns 20 kN 20 kN 40 kN 40 kN EF 30 kN 30 kN, D G B 2.5 m 20 kN kN/m 5 m 3 m 3 m 3 m→- 3 m-
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