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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c62a717-162c-4227-9e8a-4d6e7ff254eb%2F65c084bd-7944-4137-95a7-ea4c4a9983c4%2Fjq1xk5e_processed.jpeg&w=3840&q=75)
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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