Determine the ultimate axial load capacity of a rectangular tied column 350 mm x 450 mm having negligible/minimum eccentricity. The column is reinforced with 12 - 25 mm bars. Using fc' = 28 MPa, and fy = 276

Determine the ultimate axial load capacity of a rectangular tied column 350 mm x 450 mm having negligible/minimum eccentricity. The column is reinforced with 12 - 25 mm bars. Using fc' = 28 MPa, and fy = 276

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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Question

Determine the ultimate axial load
capacity of a rectangular tied column
350 mm x 450 mm having
negligible/minimum eccentricity. The
column is reinforced with 12 - 25 mm
bars. Using fc' = 28 MPa, and fy = 276
MPa.
2592.970 KN
None of the Choices
2335.470 KN
2721.720 KN
2464.221 KN
2850.470 KN

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