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Concrete Structure 5.20 Example: A 4.2 m high column is effectively held in position at both ends, but not restrained against roti It carries an axial load of 900 kN. Determine the diameter of the column and the main reinforcement, gem concrete mix-M 20 and steel Fe 250 grade; column to be designed as a short column.

Concrete Structure 5.20 Example: A 4.2 m high column is effectively held in position at both ends, but not restrained against roti It carries an axial load of 900 kN. Determine the diameter of the column and the main reinforcement, gem concrete mix-M 20 and steel Fe 250 grade; column to be designed as a short column.

Structural Analysis
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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Concrete Structure 5.20 Example: A 4.2 m high column is effectively held in position at both ends, but not restrained against rotati It carries an axial load of 900 kN. Determine the diameter of the column and the main reinforcement, gem concrete mix-M 20 and steel Fe 250 grade; column to be designed as a short column.
Transcribed Image Text:Concrete Structure 5.20 Example: A 4.2 m high column is effectively held in position at both ends, but not restrained against rotati It carries an axial load of 900 kN. Determine the diameter of the column and the main reinforcement, gem concrete mix-M 20 and steel Fe 250 grade; column to be designed as a short column.
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