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Figure P5.3 shows the column reinforcement for a 16 in. diameter concrete column, with f, = 75,000 psi and f = 8000 psi. Analysis of the building frame indicates a required A, = 7.30 in? in the lower column and 5.80 in? in the upper column. Spiral reinforcement consists of a in. diameter rod with a 2 in. pitch. Column bars are to be spliced just above the construction joint at the floor level, as shown in the sketch. Calculate the minimum permitted length of splice. - 16"-1 6 No. 9 (No. 29) bars No. 3 (No. 10) spiral at 2" pitch 仕Iロ Splice 6 No. 10 (No. 32) bars k 16" -

Figure P5.3 shows the column reinforcement for a 16 in. diameter concrete column, with f, = 75,000 psi and f = 8000 psi. Analysis of the building frame indicates a required A, = 7.30 in? in the lower column and 5.80 in? in the upper column. Spiral reinforcement consists of a in. diameter rod with a 2 in. pitch. Column bars are to be spliced just above the construction joint at the floor level, as shown in the sketch. Calculate the minimum permitted length of splice. - 16"-1 6 No. 9 (No. 29) bars No. 3 (No. 10) spiral at 2" pitch 仕Iロ Splice 6 No. 10 (No. 32) bars k 16" -

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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Figure P5.3 shows the column reinforcement for a 16 in. diameter concrete column, with f, = 75,000 psi and f = 8000 psi. Analysis of the building frame indicates a required A, = 7.30 in? in the lower column and 5.80 in? in the upper column. Spiral reinforcement consists of a in. diameter rod with a 2 in. pitch. Column bars are to be spliced just above the construction joint at the floor level, as shown in the sketch. Calculate the minimum permitted length of splice. - 16"-1 6 No. 9 (No. 29) bars No. 3 (No. 10) spiral at 2" pitch 仕Iロ Splice 6 No. 10 (No. 32) bars k 16" -
Transcribed Image Text:Figure P5.3 shows the column reinforcement for a 16 in. diameter concrete column, with f, = 75,000 psi and f = 8000 psi. Analysis of the building frame indicates a required A, = 7.30 in? in the lower column and 5.80 in? in the upper column. Spiral reinforcement consists of a in. diameter rod with a 2 in. pitch. Column bars are to be spliced just above the construction joint at the floor level, as shown in the sketch. Calculate the minimum permitted length of splice. - 16"-1 6 No. 9 (No. 29) bars No. 3 (No. 10) spiral at 2" pitch 仕Iロ Splice 6 No. 10 (No. 32) bars k 16" -
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