BadgerPE
Structural
- Jan 27, 2010
- 500
I am reviewing some existing plans and reinforcing drawings for a 2 way slab constructed in the 1960s. This is a 9" slab with drop panels and column capitals. I haven't designed one myself in the past, so my question is this, is it normal to have the top mat oriented 1 direction (say east-west) and the lower mat oriented the opposite (north-south)? I am in the preliminary stages of budgeting for analysis only, but that seems a bit strange to me. Maybe I don't have a solid handle on the reinforcing drawings.