A laterally supported, compact beam is simply supportéd át Böth ends. It is subjected to loads that would bend the section's major x-axis. Given: Plastic Modulus, Zx = 4.10 x 10^6 m^3 Plastic Modulus, Zy = 1.00 x 10^6 mm^3 Yield Strength, Fy 350 MPa Resistance Factor for Flexure, phi = 0.90 Evaluate the design capacity of the beam, in kN-m. 1435 1201 1291 1538

A laterally supported, compact beam is simply supportéd át Böth ends. It is subjected to loads that would bend the section's major x-axis. Given: Plastic Modulus, Zx = 4.10 x 10^6 m^3 Plastic Modulus, Zy = 1.00 x 10^6 mm^3 Yield Strength, Fy 350 MPa Resistance Factor for Flexure, phi = 0.90 Evaluate the design capacity of the beam, in kN-m. 1435 1201 1291 1538

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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