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A tied column 350 mm x 600 mm in cross section is reinforced with 6-28 mm Ø bars arranged as shown in the figure. It is assumed that the column section has a strain on its compression edge equal to equal to 0.003 and has a tensile strain of +0.002 on its outer edge. f = 27.6 MPa. fy = 414.6 MPa.

A tied column 350 mm x 600 mm in cross section is reinforced with 6-28 mm Ø bars arranged as shown in the figure. It is assumed that the column section has a strain on its compression edge equal to equal to 0.003 and has a tensile strain of +0.002 on its outer edge. f = 27.6 MPa. fy = 414.6 MPa.

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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A tied column 350 mm x 600 mm in cross section is reinforced with 6-28 mm Ø bars arranged as shown in the figure. It is assumed that the column section has a strain on its compression edge equal to 0.003 and has a tensile strain of +0.002 on its outer edge. f = 27.6 MPa. fy = 414.6 MPa. 350 mm 62.5 Tension Bars 600 mm 475 6-28 mm Ø 62.5 Compression Bars - Determine the total compressive force of the steel reinforcement considering that its compressive stress is reduced by 0.85 f' to account for the holes in the concrete. 2 Determine the nominal axial load that causes this strain distribution in the column section. 3 Determine the nominal moment that causes this strain distribution in the mn section.
Transcribed Image Text:A tied column 350 mm x 600 mm in cross section is reinforced with 6-28 mm Ø bars arranged as shown in the figure. It is assumed that the column section has a strain on its compression edge equal to 0.003 and has a tensile strain of +0.002 on its outer edge. f = 27.6 MPa. fy = 414.6 MPa. 350 mm 62.5 Tension Bars 600 mm 475 6-28 mm Ø 62.5 Compression Bars - Determine the total compressive force of the steel reinforcement considering that its compressive stress is reduced by 0.85 f' to account for the holes in the concrete. 2 Determine the nominal axial load that causes this strain distribution in the column section. 3 Determine the nominal moment that causes this strain distribution in the mn section.
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