Analysis/Design of Eccentrically Loaded Columns Using Interaction Diag. (35 pts-) Using the ACI column interaction graphs, select reinforcing for the short round spiral column shown in figure 2 iffc = 4000 psi, fy = 60,000 psi, Pu = 500 k, and Mu = 225 ft—k. In order to get fiJll credit print the interaction diagram(s) and clearlyr show your pg selection- Show your final results on a sketch.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Analysis/Design of Eccentrically Loaded Columns Using Interaction Diag. (35 pts-)

Using the ACI column interaction graphs, select reinforcing for the short round spiral column

shown in figure 2 iffc = 4000 psi, fy = 60,000 psi, Pu = 500 k, and Mu = 225 ft—k. In order to

get fiJll credit print the interaction diagram(s) and clearlyr show your pg selection- Show your

final results on a sketch.

Problem 5 Analysis/Design of Eccentrically Loaded Columns Using Interaction Diag. (35 pts.)
Using the ACI column interaction graphs, select reinforcing for the short round spiral column
shown in figure 2 iffc = 4000 psi, fy = 60,000 psi, Pu = 500 k, and Mu = 225 ft-k. In order to
get full credit print the interaction diagram(s) and clearly show your pg selection. Show your
final results on a sketch.
A, = 314 in
2 in.-
15 in.
- 24 in.
- 20 in.
Figure 2 Circular RC Column
Transcribed Image Text:Problem 5 Analysis/Design of Eccentrically Loaded Columns Using Interaction Diag. (35 pts.) Using the ACI column interaction graphs, select reinforcing for the short round spiral column shown in figure 2 iffc = 4000 psi, fy = 60,000 psi, Pu = 500 k, and Mu = 225 ft-k. In order to get full credit print the interaction diagram(s) and clearly show your pg selection. Show your final results on a sketch. A, = 314 in 2 in.- 15 in. - 24 in. - 20 in. Figure 2 Circular RC Column
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