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'c = 27.6 MPa and the steel yield strength fy = 414.7 MPa. The column carries a nominal load Pn 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 and neglect the area of concrete displaced by the compression steel bar, A. Determine the value of the nominal load Pn assuming that the compression steel will not yield. B. Solve for the nominal moment capacity of the column section. C. Compute for the eccentricity where nominal load Pn is acting.

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'c = 27.6 MPa and the steel yield strength fy = 414.7 MPa. The column carries a nominal load Pn 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 and neglect the area of concrete displaced by the compression steel bar, A. Determine the value of the nominal load Pn assuming that the compression steel will not yield. B. Solve for the nominal moment capacity of the column section. C. Compute for the eccentricity where nominal load Pn is acting.

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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