rscassar
Structural
- Jul 29, 2010
- 631
Reading thru section 13 of AS3600, when a standard cog is used at a slab edge the development length is reduced by 50%, the development of reinforcement for less than yield strength is linear but must be greater than 12*db. So for a typical slab edge, which is generally using N12's or 16's subject to typical loading conditions, add the side face cover, this gives a zone of approximately 230mm before reinforcement can be utilized in the cross-section for strength. Within this 230mm zone of the slab edge, is the general procedure to be checking this cross-section for strength using the plain concrete provisions of Section 20?