2).Use repetitive formwork

2).Use repetitive formwork

3).Use standard column size

3).Use standard column size

4).Adopt uniform column layout

4).Adopt uniform column layout

5).As far as possible, use the same depth for beams

5).As far as possible, use the same depth for beams

6).Use high strength concrete in columns

6).Use high strength concrete in columns

7).Use high early strength concrete

7).Use high early strength concrete

8).Specify self-consolidating concrete

8).Specify self-consolidating concrete

9).Specify locally available materials

9).Specify locally available materials

10).Use the commonly available size of bars and spirals

10).Use the commonly available size of bars and spirals

11).Use the largest bar size that satisfies the design considerations

11).Use the largest bar size that satisfies the design considerations

12).Eliminate bent bars where possible

12).Eliminate bent bars where possible

13).Avoid the congestion of steel

13).Avoid the congestion of steel