Check the adequacy of the column shown by red colour with 200UC52.2 section. The material is 300 Plus. Dead and live loads for all floors is the same and is shown in Figure 1. All the support conditions are shown in the Figure. For bending about the minor axis, y, there is an intermediate secondary member that prevents its buckling and the column is simply supported. In case of buckling about the major axis, x, there is no intermediate lateral support and the column is pinned at top and fixed at the bottom. Dead-8 KN/m2 Live-5 KNm2 Tributary Aren N* 4m Lateral Pport Lateral Support 6 m y Figure 1 2m

Check the adequacy of the column shown by red colour with 200UC52.2 section. The material is 300 Plus. Dead and live loads for all floors is the same and is shown in Figure 1. All the support conditions are shown in the Figure. For bending about the minor axis, y, there is an intermediate secondary member that prevents its buckling and the column is simply supported. In case of buckling about the major axis, x, there is no intermediate lateral support and the column is pinned at top and fixed at the bottom. Dead-8 KN/m2 Live-5 KNm2 Tributary Aren N* 4m Lateral Pport Lateral Support 6 m y Figure 1 2m

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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