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A rectangular steel block is 300 mm in the x direction, 200 mm in the y direction, and 150 mm in the z direction. The block is subjected to a triaxial loading consisting of three uniformly distributed forces as follows; Px=30 kN tension in the x - direction, Py-36 kN compression in the y- direction, and Pz=20 kN tension in the z - direction. For steel, v =0.30 and E = 200 Gpa. Determine a single distributed loading in the y direction that produced the same x deformation as the original loading. Py 300 mm P 200 mm 150 mm

A rectangular steel block is 300 mm in the x direction, 200 mm in the y direction, and 150 mm in the z direction. The block is subjected to a triaxial loading consisting of three uniformly distributed forces as follows; Px=30 kN tension in the x - direction, Py-36 kN compression in the y- direction, and Pz=20 kN tension in the z - direction. For steel, v =0.30 and E = 200 Gpa. Determine a single distributed loading in the y direction that produced the same x deformation as the original loading. Py 300 mm P 200 mm 150 mm

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 rectangular steel block is 300 mm in the x direction, 200 mm in the y direction, and 150 mm in the z direction. The block is subjected to a triaxial loading consisting of three uniformly distributed forces as follows; Px=30 kN tension in the x - direction, Py-36 kN compression in the y- direction, and Pz=20 kN tension in the z - direction. For steel, v =0.30 and E = 200 Gpa. %3! Determine a single distributed loading in the y direction that produced the same x deformation as the original loading. y Py 300 mm P 200 mm 150 mm
Transcribed Image Text:A rectangular steel block is 300 mm in the x direction, 200 mm in the y direction, and 150 mm in the z direction. The block is subjected to a triaxial loading consisting of three uniformly distributed forces as follows; Px=30 kN tension in the x - direction, Py-36 kN compression in the y- direction, and Pz=20 kN tension in the z - direction. For steel, v =0.30 and E = 200 Gpa. %3! Determine a single distributed loading in the y direction that produced the same x deformation as the original loading. y Py 300 mm P 200 mm 150 mm
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