# 1. Construct the Column Interaction Diagram for the given tied column at the following locations 18...

###### Question: 1. Construct the Column Interaction Diagram for the given tied column at the following locations 18 6 12" 6 12" 2 12" 2 12" 2 12 6 12" 18T 6 12" 2 12" 8 ea. No. 10 bars fc 5000 psi f 60,000 psi a) Pure compression. b) Strain of 0.003 on compression face, zero strain in extreme tension steel. c) Balanced strain distribution with 0.003 compressive strain in concrete and yield strain in extreme tension steel. d) Tension controlled failure with 0.003 compressive strain in concrete and 0.007 tensile strain in extreme tension steel. e) Pure tension.

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