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(Solved): Problem. A RC Column section w/6-22 mm vertical bars shown is subjected to DL=1420KN Required: (1) ...



Problem. A RC Column section w/6-22 \( \mathrm{mm} \) vertical bars shown is subjected to \( \mathrm{DL}=1420 \mathrm{KN} \)

Problem. A RC Column section w/6-22 vertical bars shown is subjected to Required: (1) By Theoretical Method, solve the following: (a) eb \& Pnb @ balance conditions; (b) Pn when e=310mm; (c) Maximum Live Load it can carry; and (2) By ACI Interaction Diagram, solve for (b) \& (c) in requirement (1). Use interpolation if necessary in the Interaction diagram. Use USD-NSCP 2010,


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Given data:Number of vertical bars = 6Diameter of each vertical bar = 22 mmDL = 1420 kNConcrete compressive strength = 20.7 MPaYield strength of steel
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