Challenge

Reinforcement detailing of Columns from ETABS output

Ans 1

FOR GRID 3A

For Grid 3B

storey Details.

  1. larger lateral dimension of the member at the section where yielding occurs,
  2. 1/6 of clear span of the member; or 650 mm
  3. 450 mm.
b) have a spacing not more than,
  1. 1/4 of minimum member dimension of the beam or column;
  2. 6 times diameter of the smallest 100mm
  3. longitudinal reinforcement bars; and 100 mm link.

amount of confining reinforcement baer = 169 mm2

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