ll中国移动 4G PN© 11:50 PM75% 4A spiral column with the diameter of 500 mm has the effective height of lo-4.0 m. The axialcompressive strength of the concrete is f. - 14.3 N/ mm. The longitudinal steel bars are 6 22 with theyield strength ofS, - 360 N/mm. The spirals are 10@50 with the yield strength of f,- 270 N/ mm². Ifthe concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.

Given Diameter = 500 mm Effective height= 4m fc= 14.3 N/mm2 fy= 360 N/mm2

A spiral column with the diameter of 500 mm has the effective height of lo4.0 m. The axial compressive strength of the concrete is f.- 14.3 N/ mm. The longitudinal steel bars are 6 0 22 with the yield strength of f,- 360 N/mm. The spirals are 10@ 50 with the yield strength of f,-270 N/ mm'. If the concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.

A spiral column with the diameter of 500 mm has the effective height of lo4.0 m. The axial compressive strength of the concrete is f.- 14.3 N/ mm. The longitudinal steel bars are 6 0 22 with the yield strength of f,- 360 N/mm. The spirals are 10@ 50 with the yield strength of f,-270 N/ mm'. If the concrete cover is 30 mm thick, determine the ultimate compressive capacity of the column.

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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