An intenal column in a multi-storey building has an actual length of 4.2 m centre-to-centre of tloor beams. The steel section is a 203 x 203 UC 52. Calculate the compression resistance of the column if it is cased in accordance with Section 4.14 of BS 5950: Part 1. The steel is Grade S275 and the concrete Grade 25. The casing has been made 310 mm2.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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An internal column in a multi-storey building has an actual length of 4.2 m centre-to-centre of floor beams.
The steel section is a 203 x 203 UC 52. Calculate the compression resistance of the column if it is cased in
accordance with Section 4.14 of BS 5950: Part 1. The steel is Grade S275 and the concrete Grade 25. The
casing has been made 310 mm2.
Transcribed Image Text:An internal column in a multi-storey building has an actual length of 4.2 m centre-to-centre of floor beams. The steel section is a 203 x 203 UC 52. Calculate the compression resistance of the column if it is cased in accordance with Section 4.14 of BS 5950: Part 1. The steel is Grade S275 and the concrete Grade 25. The casing has been made 310 mm2.
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