Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in. (300 by 450 mm) reinforced with 6 No. 9 (6 × 28 mm) bars. Ties are No. 3 (10 mm diameler) and are spaced at 12 in. (300 mm). Given: f. = 4 ksi (28 MPa), f, = 60 ksi (420 MPa). %3D %3D

Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in. (300 by 450 mm) reinforced with 6 No. 9 (6 × 28 mm) bars. Ties are No. 3 (10 mm diameler) and are spaced at 12 in. (300 mm). Given: f. = 4 ksi (28 MPa), f, = 60 ksi (420 MPa). %3D %3D

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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Determine the allowable ultimate axial load on a rectangular short tied column 12 by 18 in.
(300 by 450 mm) reinforced with 6 No. 9 (6 × 28 mm) bars. Ties are No. 3 (10 mm diameler)
and are spaced at 12 in. (300 mm). Given: f. = 4 ksi (28 MPa), f, = 60 ksi (420 MPa).
%3D
%3D

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