34 3 Example 1: petermine the yield moment My, the plastic or nominal moment Mp (Mn), and the plastic modulus for the simply supported beam having the cross section shown in the figure. Also calculate the shape factor, and nominal load Practing transversely through the mid span of the beam. Assume that F, = 50 ksi. 12 ft Pr 12 ft 1 in 15 in. AVERTRA 8 in. 15 in. 17 in. in.

34 3 Example 1: petermine the yield moment My, the plastic or nominal moment Mp (Mn), and the plastic modulus for the simply supported beam having the cross section shown in the figure. Also calculate the shape factor, and nominal load Practing transversely through the mid span of the beam. Assume that F, = 50 ksi. 12 ft Pr 12 ft 1 in 15 in. AVERTRA 8 in. 15 in. 17 in. in.

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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