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. ANS: Ax = 2.35 KN Ay = 6.63 kN Cx = 3.05 kN Cy = 8.88 kN 1.8 kN/m 2.7 kN 3.6 kN ㅏ 1.8 m 1.8 kN 1.8 kN 1.8 m 1.8 m 2.7 KN 3.6 kN- 1.8 m 1.5 m 3 m

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. ANS: Ax = 2.35 KN Ay = 6.63 kN Cx = 3.05 kN Cy = 8.88 kN 1.8 kN/m 2.7 kN 3.6 kN ㅏ 1.8 m 1.8 kN 1.8 kN 1.8 m 1.8 m 2.7 KN 3.6 kN- 1.8 m 1.5 m 3 m

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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