A box section of length L = 6 m and cross-sectional dimensions of a 52 mm, b = 44 mm has wall thickness t = 4 mm. This box section is used as a part of structure, and it is subject to a load along its longitudinal axis. The K factor for the end conditions of the column is 1. Calculate the buckling load of the column, which is made of a material with an elastic modulus of E = 205 GPa. Give your answer in kN to 3 s.f. Critical buckling load: KN =

A box section of length L = 6 m and cross-sectional dimensions of a 52 mm, b = 44 mm has wall thickness t = 4 mm. This box section is used as a part of structure, and it is subject to a load along its longitudinal axis. The K factor for the end conditions of the column is 1. Calculate the buckling load of the column, which is made of a material with an elastic modulus of E = 205 GPa. Give your answer in kN to 3 s.f. Critical buckling load: KN =

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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