Design a tied column to carry a factored axial load of Pu Assume that there is no identified applied moment. 3500 kN. Assume that the column is short. The ratio of longitudinal steel area Ast to gross concrete cross section Ag, p = 0.035. Assume fc' = 28 MPa, fy = 420 MPa. Try square section. Try ØLongitudinal Bar = 29 mm, Apbar = 645 mm². Try ØLateral Reiforcement 10 mm.

Design a tied column to carry a factored axial load of Pu Assume that there is no identified applied moment. 3500 kN. Assume that the column is short. The ratio of longitudinal steel area Ast to gross concrete cross section Ag, p = 0.035. Assume fc' = 28 MPa, fy = 420 MPa. Try square section. Try ØLongitudinal Bar = 29 mm, Apbar = 645 mm². Try ØLateral Reiforcement 10 mm.

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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