A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With respect to x-axis buckling, supports are hinged at the top, and fixed at the bottom. With respect to y-axis buckling, supports are pinned at both ends. Additionally, hinge supports are provided at the mid-height perpendicular to both axes. Use the recommended k-values. Below are the properties of a single MC section: A=6.45 in2, d=10 in, bf-3.32 in, x=0.990 in, Ix=102 in4, ly=6.40 in4, rx-3.99 in, ry=0.997 in

A column is formed by welding two A36 MC sections back-to- back. The column is 32 feet long. With respect to x-axis buckling, supports are hinged at the top, and fixed at the bottom. With respect to y-axis buckling, supports are pinned at both ends. Additionally, hinge supports are provided at the mid-height perpendicular to both axes. Use the recommended k-values. Below are the properties of a single MC section: A=6.45 in2, d=10 in, bf-3.32 in, x=0.990 in, Ix=102 in4, ly=6.40 in4, rx-3.99 in, ry=0.997 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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