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A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in the figure. Axial loads are applied at the positions indicated. If P = 35000 lb, calculate the internal axial force in the aluminum. 4P Steel Aluminum Bronze 2.5 ft 3 ft 2 ft P.

A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in the figure. Axial loads are applied at the positions indicated. If P = 35000 lb, calculate the internal axial force in the aluminum. 4P Steel Aluminum Bronze 2.5 ft 3 ft 2 ft P.

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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A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in the figure. Axial loads are applied at the positions indicated. If P = 3500O lb, calculate the internal axial force in the aluminum. 4P Steel Aluminum Bronze P 2.5 ft 3 ft 2 ft
Transcribed Image Text:A rod is composed of an aluminum section rigidly attached between steel and bronze sections, as shown in the figure. Axial loads are applied at the positions indicated. If P = 3500O lb, calculate the internal axial force in the aluminum. 4P Steel Aluminum Bronze P 2.5 ft 3 ft 2 ft
A load P is applied to a steel rod supported as shown by an aluminum plate into which a 0.8- in.-diameter hole has been drilled. Determine the largest P that can be applied to the rod considering the allowable stress in the aluminum plate. The shearing stress must not exceed 24 ksi in the aluminum plate. 1.6 in. 0.4 in. 0.25 in. 0.8 in. P
Transcribed Image Text:A load P is applied to a steel rod supported as shown by an aluminum plate into which a 0.8- in.-diameter hole has been drilled. Determine the largest P that can be applied to the rod considering the allowable stress in the aluminum plate. The shearing stress must not exceed 24 ksi in the aluminum plate. 1.6 in. 0.4 in. 0.25 in. 0.8 in. P
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