SITUATION: For the column shown, it is reinforced with 8 - 20mm diameter bars arranged symmetrically as shown. Take steel cover to be 60mm. Let fc' = 25MPa, fy = 345MPa 500 Determine the location of the neutral axis for a balanced condition. A. 279.40 B. 237.46 Determine the balanced load in KN C. 1535 D. 5135 C. 250.00 D. 365.12 A. 1355 B. 1553 Determine the balanced moment A. 322.27 B. 357.12 A. 207.5 B. 230.0 C. 253.35 D. 365.32 Determine the balanced eccentricity C. 165.1 D. 238.0 300

SITUATION: For the column shown, it is reinforced with 8 - 20mm diameter bars arranged symmetrically as shown. Take steel cover to be 60mm. Let fc' = 25MPa, fy = 345MPa 500 Determine the location of the neutral axis for a balanced condition. A. 279.40 B. 237.46 Determine the balanced load in KN C. 1535 D. 5135 C. 250.00 D. 365.12 A. 1355 B. 1553 Determine the balanced moment A. 322.27 B. 357.12 A. 207.5 B. 230.0 C. 253.35 D. 365.32 Determine the balanced eccentricity C. 165.1 D. 238.0 300

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

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