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The parabolic arch is hinged at B. Find the internal axial force at 13.1 m horizontally to the right of A. Assume the arch is a rigid body. Assumed the compound portions AB and BC can be treated as flexural members with centerline geometry given (do not attempt to find internal forces within the struts themselves). 6 k 4 k 2 k B В 20 ft 10 ft 6 ft 12 ft 8 ft 10 ft 10 ft

The parabolic arch is hinged at B. Find the internal axial force at 13.1 m horizontally to the right of A. Assume the arch is a rigid body. Assumed the compound portions AB and BC can be treated as flexural members with centerline geometry given (do not attempt to find internal forces within the struts themselves). 6 k 4 k 2 k B В 20 ft 10 ft 6 ft 12 ft 8 ft 10 ft 10 ft

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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The parabolic arch is hinged at B. Find the internal axial force at 13.1 m horizontally to the right of A. Assume the arch is a rigid body. Assumed the compound portions AB and BC can be treated as flexural members with centerline geometry given (do not attempt to find internal forces within the struts themselves). 6k 4 k 2 k В 20 ft 10 ft 6 ft 12 ft 8 ft 10 ft 10 ft
Transcribed Image Text:The parabolic arch is hinged at B. Find the internal axial force at 13.1 m horizontally to the right of A. Assume the arch is a rigid body. Assumed the compound portions AB and BC can be treated as flexural members with centerline geometry given (do not attempt to find internal forces within the struts themselves). 6k 4 k 2 k В 20 ft 10 ft 6 ft 12 ft 8 ft 10 ft 10 ft
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