ajk1
Structural
- Apr 22, 2011
- 1,791
In my review of typical details, I see that nosing bars are usually specified in the treads of stair flights. Since most stairs are not designed to cantilever from the wall, what is the purpose of these bars? They seem very counterproductive in parking garages because the corrosive deicing chemical tracked into stair areas on people's shoes eventually are absorbed by the concrete, reach the rebar and cause concrete spalling due to rebar corrosion. I have seen this on a number of structures, including on the stairs in transit subway stations. I would like to remove the nosing bars from our typical detail, but want to be sure there is not something that I am missing. Perhaps there is unintended cantilever action, but wouldn't the plain concrete be enough to resist this without cracking (based on the slab depth plus the riser depth ± ), since there is no restraint to shrinkage in this direction? Or am I missing something?