The column section shown above is reinforced with equal number of 20 mm bars on each face. Using f. = 21 MPa, long bar fy = 420 MPa, calculate the following: The distance of the neutral axis "c" (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis. A. 285 B. 320 C. 335 D. 275 1. 2. 3. The compressive force on concrete compression area (kN) when section fails at balanced condition with bending about the x-axis. A. 1,780 KN B. 3,255 kN C. 2,094 KN D. 1,690 KN The internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis. A. 11.71 kN B. 17.19 kN C. 10.81 kN D. 28.34 kN

The column section shown above is reinforced with equal number of 20 mm bars on each face. Using f. = 21 MPa, long bar fy = 420 MPa, calculate the following: The distance of the neutral axis "c" (mm) from the extreme concrete compression fiber at balanced condition with bending about x-axis. A. 285 B. 320 C. 335 D. 275 1. 2. 3. The compressive force on concrete compression area (kN) when section fails at balanced condition with bending about the x-axis. A. 1,780 KN B. 3,255 kN C. 2,094 KN D. 1,690 KN The internal force in the 2 bars at the middle when the section fails at balanced condition with bending about the x-axis. A. 11.71 kN B. 17.19 kN C. 10.81 kN D. 28.34 kN

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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