ajk1
Structural
- Apr 22, 2011
- 1,791
Is there any convention for specifying the spacing of metric bars in slabs?
For example, should they be specified to the nearest calculated 1 mm, or to 5 mm or to 10 mm?
i.e., if the calculated spacing is 153 mm, should it be specified as 10M@150 or 10M@153 or 10M@155?
For example, should they be specified to the nearest calculated 1 mm, or to 5 mm or to 10 mm?
i.e., if the calculated spacing is 153 mm, should it be specified as 10M@150 or 10M@153 or 10M@155?