Example 7.29. A column, 4.5 m in height, and effectively resti directions at both the ends carries an axial load of 1200 kN. Design a suitable I-section, if the column is to be encased in concrete. Take f, = 250 N/mm. as well as %3D

Example 7.29. A column, 4.5 m in height, and effectively resti directions at both the ends carries an axial load of 1200 kN. Design a suitable I-section, if the column is to be encased in concrete. Take f, = 250 N/mm. as well as %3D

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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Question

Example 7.29. A column, 4.5 m in height, and effectively restrained in position as well as
directions at both the ends carries an axial load of 1200 kN. Design a suitable I-section, if the
column is to be encased in concrete. Take f = 250 N/mm.
%3D

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