A circular hollow section (CHS) member with steel grade S355, subjected to compression, is to be used as an internal column in a multi-storey building. The column has pinned boundary conditions at each end, and the inter-storey height is 4m. Classify the cross sections according to EC3-1-1. Figure below shows the cross section and the column condition d= 244.5 mm t= 10.0 mm A= 7370 mm Wely = 415000 mm? Wply = 550000 mm | = 50730000 mm* 4.0 m Section properties for 244.5x10 CHS

A circular hollow section (CHS) member with steel grade S355, subjected to compression, is to be used as an internal column in a multi-storey building. The column has pinned boundary conditions at each end, and the inter-storey height is 4m. Classify the cross sections according to EC3-1-1. Figure below shows the cross section and the column condition d= 244.5 mm t= 10.0 mm A= 7370 mm Wely = 415000 mm? Wply = 550000 mm | = 50730000 mm* 4.0 m Section properties for 244.5x10 CHS

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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