Reinforcement detailing of Columns from ETABS output

aim: reinforcement detailing of columns from ETABS output

procedure:

1.open the weak 7 challenge g+4 Storey building file

2. select the roof level and set all stories and select the columns at grid-A and grid-b at grid line-3

3.click the right button and selected objects only and run the analysis

4.

5. click the concrete frame design and shows the longitudinal reinforcement details

click the elevation views of grid 3

shear reinforcement details

Storey height and elevation distance

lo=650mm

spacing between the shear reinforcement is 100mm

using the 8mm dia-bars

Ash=0.18x100x370x25/415(650x450/370x570) =155.25mm^2

Ast=16084mm^2