1).Minimize floor-to-floor height
1).Minimize floor-to-floor height
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
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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
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