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A tied column which is subjected to an eccentric load has dimensions of 300 mm x 500 mm which is reinforced with 4 - 28 mm Ø bars arranged as shown in the figure. The concrete cylinder strength f = 27.6 MPa and the steel yield strength fy 414.7 MPa. The column carries a nominal load P₁ at an eccentricity "e" from the y-axis of the column section. If the neutral axis is 125 mm from the right edge of the column section. Neglect the area of concrete displaced by the compression steel bar.

A tied column which is subjected to an eccentric load has dimensions of 300 mm x 500 mm which is reinforced with 4 - 28 mm Ø bars arranged as shown in the figure. The concrete cylinder strength f = 27.6 MPa and the steel yield strength fy 414.7 MPa. The column carries a nominal load P₁ at an eccentricity "e" from the y-axis of the column section. If the neutral axis is 125 mm from the right edge of the column section. Neglect the area of concrete displaced by the compression steel bar.

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 which is subjected to an eccentric load has dimensions of 300 mm x 500 mm which is reinforced with 4 - 28 mm Ø bars arranged as shown in the figure. The concrete cylinder strength f 27.6 MPa and the steel yield strength fy = 414.7 MPa. The column carries a nominal load P₁ at an eccentricity "e" from the y-axis of the column section. If the neutral axis is 125 mm from the right edge of the column section. Neglect the area of concrete displaced by the compression steel bar. 300 mm 62.5 Tension Bars 187.5 187.5 62.5 4-28 mun o 500 mm e Compression Bars Pn Determine the value of the nominal load Pn. 2 Determine the nominal moment capacity of the column section. 3 Determine the eccentricity "e" where the nominal load is acting. Solution:
Transcribed Image Text:= A tied column which is subjected to an eccentric load has dimensions of 300 mm x 500 mm which is reinforced with 4 - 28 mm Ø bars arranged as shown in the figure. The concrete cylinder strength f 27.6 MPa and the steel yield strength fy = 414.7 MPa. The column carries a nominal load P₁ at an eccentricity "e" from the y-axis of the column section. If the neutral axis is 125 mm from the right edge of the column section. Neglect the area of concrete displaced by the compression steel bar. 300 mm 62.5 Tension Bars 187.5 187.5 62.5 4-28 mun o 500 mm e Compression Bars Pn Determine the value of the nominal load Pn. 2 Determine the nominal moment capacity of the column section. 3 Determine the eccentricity "e" where the nominal load is acting. Solution:
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