1. A Doubly Symmetric l-Beam Built-Up Member is shown below. Calculate the Moment of Inertia, the Elastic Section Modulus, the Plastic Section Modulus, the Yield Moment (My), and the Plastic Moment (Mp). Assume the Fy = 50 ksi and the Beam is bending along its major axis (parallel with the web) | Flanges are 6" x 1" Web is 1" x 12" 2. Repeat Problem 1, but now assume the beam is bending along its minor axis (parallel with the flanges).

1. A Doubly Symmetric l-Beam Built-Up Member is shown below. Calculate the Moment of Inertia, the Elastic Section Modulus, the Plastic Section Modulus, the Yield Moment (My), and the Plastic Moment (Mp). Assume the Fy = 50 ksi and the Beam is bending along its major axis (parallel with the web) | Flanges are 6" x 1" Web is 1" x 12" 2. Repeat Problem 1, but now assume the beam is bending along its minor axis (parallel with the flanges).

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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