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A flexural member is fabricated from two flange plates 1⁄2 x 71⁄2 and a web plate 3⁄8x 17. The yield stress of the steel is 50 ksi. a. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis. b. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis.

A flexural member is fabricated from two flange plates 1⁄2 x 71⁄2 and a web plate 3⁄8x 17. The yield stress of the steel is 50 ksi. a. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis. b. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis.

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 flexural member is fabricated from two flange plates 1⁄2 x 71⁄2 and a web plate 3⁄8x 17. The yield stress of the steel is 50 ksi.

a. Compute the plastic section modulus Z and the plastic moment Mp with respect to the major principal axis.

b. Compute the elastic section modulus S and the yield moment My with respect to the major principal axis.

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