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10.1. 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).

10.1. 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).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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10.1. 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). =
Transcribed Image Text:10.1. 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). =
Expert Solution
Step 1: Given:

Dimension of rectangular short tied column = 300 x 450 mm

Number of reinforcement bars = 6

Diameter of reinforcement bars = 28 mm

Diameter of ties = 10 mm

Spacing of ties = 300 mm

Compressive strength of concrete, f’c = 28 MPa

Yield strength of steel, fy = 420 MPa

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