A circular column is subjected to an un-factored load of 1600 kN. The effective length of the column is 3.5 m, the concrete is M 25, Asc = 2% for Fe 415 steel. The design and the value of pg A, diameter of the column will be nearly
A circular column is subjected to an un-factored load of 1600 kN. The effective length of the column is 3.5 m, the concrete is M 25, Asc = 2% for Fe 415 steel. The design and the value of pg A, diameter of the column will be nearly
Chapter2: Loads On Structures
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![A circular column is subjected to an un-factored load of 1600 kN.
The effective length of the column is 3.5 m, the concrete is M 25,
Asc – 2% for Fe 415 steel. The design
and the value of pg
A,
diameter of the column will be nearly](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F2d134bd7-f234-4fc0-9ead-7fbbfde4cb4f%2F394a8c55-e398-46e8-9169-a18f04a0a368%2Ftphifz_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A circular column is subjected to an un-factored load of 1600 kN.
The effective length of the column is 3.5 m, the concrete is M 25,
Asc – 2% for Fe 415 steel. The design
and the value of pg
A,
diameter of the column will be nearly
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