Check the adequacy of the column section shown in Fig. 2 for the loading shown. If the column section is not adequate, t

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Check The Adequacy Of The Column Section Shown In Fig 2 For The Loading Shown If The Column Section Is Not Adequate T 1 (815.02 KiB) Viewed 14 times

Check the adequacy of the column section shown in Fig. 2 for the loading shown. If the column section is not adequate, then design an appropriate column (including geometry, longitudinal and tie reinforcement). Calculate all the forces on the column at the base level. # 3 Ties @ 15" O.C. 12 - #11 Bars H = 24" х 240 kip 320 kip 85 859 B = 20" L = 10 L = 10 Y 14 H = 24" B = 20"