Hello,
I'm looking for information about stepping a PT slab. This would occur at a column gridline, and both the top and bottom of slab would step. Slab is generally 11" thick. I would appreciate any guidance on special design/detailing considerations at the step, whether special attention should be given to the change in P/A, any special reinforcing needed, etc. If you know of a good reference that addresses this, please point that out as well.
Thanks so much!
I'm looking for information about stepping a PT slab. This would occur at a column gridline, and both the top and bottom of slab would step. Slab is generally 11" thick. I would appreciate any guidance on special design/detailing considerations at the step, whether special attention should be given to the change in P/A, any special reinforcing needed, etc. If you know of a good reference that addresses this, please point that out as well.
Thanks so much!