Use the interaction diagrams in Appendix A to compute the maximum moment, Mu, that can be supported by the column shown in Fig. P11-11 if

(a) P _u = 583 kips.

(b) P _u = 130 kips.

(c) e = 4 in.

Use psi f' _c = 5000 and f _v = 60,000 psi.

Transcribed Image Text:

18- Fig. P11-1 6 No. 9 bars No. 3 ties 18" 18- Fig. P11-1 6 No. 9 bars No. 3 ties 18"

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a Determine the maximum moment when the ultimate load on the column is 583 kips Calculate the parameters required to use the interaction diagrams Determine the ratio of the total reinforcement area to ... View the full answer