- 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 x 28 mm) bars. Ties are No. 3 (10 mm diameter) and are spaced at 12 in. (300 mm). Given: f = 4 ksi (28 MPa), fy = 60 ksi (420 MPa). %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 x 28 mm) bars. Ties are No. 3 (10 mm diameter)
and are spaced at 12 in. (300 mm). Given: f
4 ksi (28 MPa),Sy
= 60 ksi (420 MPa).
Reinforced concrete
Design I
Transcribed Image Text:- 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 x 28 mm) bars. Ties are No. 3 (10 mm diameter) and are spaced at 12 in. (300 mm). Given: f 4 ksi (28 MPa),Sy = 60 ksi (420 MPa). Reinforced concrete Design I
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