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The short 14-in. x 20-in. tied column of Figure 10.17 is to be used to support the following loads and moments: P, 125 k, P 140 k, M, 75 ft-k, and M, 90 ft-k. If f 4000 psi and f, 60,000 psi, select reinforcing bars to be placed in its end faces only using appropriate ACI column interaction diagrams. 24 in. 15 in. h= 20 in. h= 14 in 24 in. FIGURE 10.17 Column cross section for Example 10.3.

The short 14-in. x 20-in. tied column of Figure 10.17 is to be used to support the following loads and moments: P, 125 k, P 140 k, M, 75 ft-k, and M, 90 ft-k. If f 4000 psi and f, 60,000 psi, select reinforcing bars to be placed in its end faces only using appropriate ACI column interaction diagrams. 24 in. 15 in. h= 20 in. h= 14 in 24 in. FIGURE 10.17 Column cross section for Example 10.3.

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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The short 14-in. x 20-in. tied column of Figure 10.17 is to be used to support the following loads and moments: P, 125 k, P 140 k, M, = 75 ft-k, and M, 90 ft-k. If f 4000 psi and f, 60,000 psi, select reinforcing bars to be placed in its end faces only using appropriate ACI column interaction diagrams. 24 in. 15 in. h= 20 in. h= 14 in 24 in. FIGURE 10.17 Column cross section for Example 10.3.
Transcribed Image Text:The short 14-in. x 20-in. tied column of Figure 10.17 is to be used to support the following loads and moments: P, 125 k, P 140 k, M, = 75 ft-k, and M, 90 ft-k. If f 4000 psi and f, 60,000 psi, select reinforcing bars to be placed in its end faces only using appropriate ACI column interaction diagrams. 24 in. 15 in. h= 20 in. h= 14 in 24 in. FIGURE 10.17 Column cross section for Example 10.3.
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