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103 For each problem, design a short square, rectangular, or circular column, as indicated, for each set of axial loads given. according to ACI limitations. Also, design the necessary ties or spirals and draw sketches of the column sections showing all bar arrangements. Usef,60 ksi and a steel ratio close to the p, given (P dead load, P, live load, b width of a P =A, JA,). rectangular column, and " (ksi) Number 4 Section Square Square Square Square Rectangular, b12 in. Rectangular, b 14 in. Rectangular, b= 12 in. Rectangular, b 18 in. Circular-spiral Circular-spiral Circular-spiral Circular-spiral El units use 1 psi-0.0069 MPa, 1 K-4.45 KN, and 1 in. = 25,4 mm. 4 PD (K) 4 4 5 200 750 220 330 190 280 210 690 350 475 PL (K) 400 285 Po% 4 3.5 7 200 400 165 230 170 315 150 460 3 boni 2 4.5 3 2 130 220 260 200 4.25 4 3.25 One Solution 14 x 14,8 no. 9 24x24, 16 no. 10 12x 12,8 no. 10. 16x 16,8 no. 9 12x 18, 6 no. 8. 14x20, 10 no. 10 12x16, 6 no. 9 18x32, 8 no. 10 16,7 no. 9 20,7 no. 10 18, 9 no. 10 15, 6 no. 10

103 For each problem, design a short square, rectangular, or circular column, as indicated, for each set of axial loads given. according to ACI limitations. Also, design the necessary ties or spirals and draw sketches of the column sections showing all bar arrangements. Usef,60 ksi and a steel ratio close to the p, given (P dead load, P, live load, b width of a P =A, JA,). rectangular column, and " (ksi) Number 4 Section Square Square Square Square Rectangular, b12 in. Rectangular, b 14 in. Rectangular, b= 12 in. Rectangular, b 18 in. Circular-spiral Circular-spiral Circular-spiral Circular-spiral El units use 1 psi-0.0069 MPa, 1 K-4.45 KN, and 1 in. = 25,4 mm. 4 PD (K) 4 4 5 200 750 220 330 190 280 210 690 350 475 PL (K) 400 285 Po% 4 3.5 7 200 400 165 230 170 315 150 460 3 boni 2 4.5 3 2 130 220 260 200 4.25 4 3.25 One Solution 14 x 14,8 no. 9 24x24, 16 no. 10 12x 12,8 no. 10. 16x 16,8 no. 9 12x 18, 6 no. 8. 14x20, 10 no. 10 12x16, 6 no. 9 18x32, 8 no. 10 16,7 no. 9 20,7 no. 10 18, 9 no. 10 15, 6 no. 10

Structural Analysis
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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103 For each problem, design a short square, rectangular, or circular column, as indicated, for each set of axial loads given. all bar arrangements. Usef=60 ksi and a steel ratio close to the p, given (P= dead load, P,= live load, b= width of a according to ACI limitations. Also, design the necessary ties or spirals and draw sketches of the column sections showing = A,JA). Pg rectangular column, and Number S4U (ksi) 4 400 Section Square Square Square Square Rectangular, b= 12 in. Rectangular, b= 14 in. Rectangular, b= 12 in. Rectangular, b= 18 in. Circular-spiral Circular-spiral Circular-spiral Circular-spiral For SI units, use 1 psi-0.0069 MPa, 1 K 4.45 KN, and 1 in. = 25.4 mm. k 4 4 4 5 4 PD (K) 4 4 5 PL (K) 200 750 220 330 190 280 315 150 460 130 220 200 400 165 230 170 210 690 350 475 400 260 285 200 Po% 4 3.5 7 3 botit 2 4.5 3 2 4 3.25 5 4.25 One Solution 14 x 14, 8 no. 9 24 x 24, 16 no. 10 12x 12, 8 no. 10: 16x 16,8 no. 9 12x 18, 6 no. 8 14x20, 10 no. 10 12x16, 6 no. 9 18x32, 8 no. 10 16, 7 no. 9. 20,7 no. 10 18,9 no. 10 15, 6 no. 10
Transcribed Image Text:103 For each problem, design a short square, rectangular, or circular column, as indicated, for each set of axial loads given. all bar arrangements. Usef=60 ksi and a steel ratio close to the p, given (P= dead load, P,= live load, b= width of a according to ACI limitations. Also, design the necessary ties or spirals and draw sketches of the column sections showing = A,JA). Pg rectangular column, and Number S4U (ksi) 4 400 Section Square Square Square Square Rectangular, b= 12 in. Rectangular, b= 14 in. Rectangular, b= 12 in. Rectangular, b= 18 in. Circular-spiral Circular-spiral Circular-spiral Circular-spiral For SI units, use 1 psi-0.0069 MPa, 1 K 4.45 KN, and 1 in. = 25.4 mm. k 4 4 4 5 4 PD (K) 4 4 5 PL (K) 200 750 220 330 190 280 315 150 460 130 220 200 400 165 230 170 210 690 350 475 400 260 285 200 Po% 4 3.5 7 3 botit 2 4.5 3 2 4 3.25 5 4.25 One Solution 14 x 14, 8 no. 9 24 x 24, 16 no. 10 12x 12, 8 no. 10: 16x 16,8 no. 9 12x 18, 6 no. 8 14x20, 10 no. 10 12x16, 6 no. 9 18x32, 8 no. 10 16, 7 no. 9. 20,7 no. 10 18,9 no. 10 15, 6 no. 10
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