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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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.
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