4. A short column is subjected to a factored axial load of 3800 KN, fc' = 27.6 MPa, fy = 414.6 MPa If the column is a circular spiral column with an outside diameter of 500 mm, (a) determine the maximum moment that can act without affecting the design for pure axial bending. (b) and the diameter of the spiral tie is 10 mmø, determine the maximum spiral pitch if the diameter of the longitudinal bar is 25 mmø (c) determine the required area of the steel

4. A short column is subjected to a factored axial load of 3800 KN, fc' = 27.6 MPa, fy = 414.6 MPa If the column is a circular spiral column with an outside diameter of 500 mm, (a) determine the maximum moment that can act without affecting the design for pure axial bending. (b) and the diameter of the spiral tie is 10 mmø, determine the maximum spiral pitch if the diameter of the longitudinal bar is 25 mmø (c) determine the required area of the steel

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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