A tied column 600 mm square is reinforced with 8-28 mm equally distributed on its sides. Use 40 mm clear covering with tie diameter of 12mm, f'c = 28 MPa, fy = 414 MPa. Determine the ultimate moment capacity when the nominal axial load is 2500 KN.

A tied column 600 mm square is reinforced with 8-28 mm equally distributed on its sides. Use 40 mm clear covering with tie diameter of 12mm, f'c = 28 MPa, fy = 414 MPa. Determine the ultimate moment capacity when the nominal axial load is 2500 KN.

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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Subject: Civil Engineering - Reinforced Concrete Design

A tied column 600 mm square is reinforced with 8-28 mm equally
distributed on its sides. Use 40 mm clear covering with tie diameter of
12mm, f'c = 28 MPa, fy = 414 MPa.
Determine the ultimate moment capacity when the nominal axial load is
2500 kN.

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