Etab output ?

[tngv752]

I am using Etab 13 at the moment. My questions:

- Can I obtain UDL reaction from wall (KN/m)? And How ?
- Shell/plate element moment unit = KNm/m. Can I take integral to obtain the moment for a specific width ? And How ?
- When the wall designed as deep beam. It will be modelled as spandrel or pier or both ? How to see result ?
- what is the difference between M11, M22 and Mmax, Mnin ? Which one should I use to design concrete slab ?

Thanks.