The column shown in the figure below is subjected to
flexo-compression. Determine if this column is capable of resisting
the following combination of SERVICE loads: Bending Moment, M = 250
Kip-ft with respect to its strong axis of bending, Axial
Compression Load ==1400 Kip. For the development of the Interaction
diagram use only NOMINAL LOADS Consider f'c = 4000 psi and fy =
60,000 psi 6 var #9
6 varillas #9 2.1 19"- 24" -
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