The Fink Truss is supported by a hinge at A and by rollers on a 3 to 4 slope at B. The bracing bars are normal to the inclined members at their midpoints. The wind loads are perpendicular to AC. Determine the horizontal and vertical components of the reactions at A and B. Prove the determinacy of the structure. * 1600 KN 3180 KN 1600 KN 15 m B 9000 KN 12000 KN 20 m

The Fink Truss is supported by a hinge at A and by rollers on a 3 to 4 slope at B. The bracing bars are normal to the inclined members at their midpoints. The wind loads are perpendicular to AC. Determine the horizontal and vertical components of the reactions at A and B. Prove the determinacy of the structure. * 1600 KN 3180 KN 1600 KN 15 m B 9000 KN 12000 KN 20 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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