Inverted T beam strips foundation

Sketch? Is this a 'stub' foundation wall on a simple strip footing?

Dik

If it's a straight bearing wall, I'd probably go the pedestal route or a very nominal beam. If it's a shear wall, then a beam of some sort would probably be required. It basically comes down to how much you need to redistribute the loads delivered by the precast wall panels. I would also recommend a hand analysis rather than shell and frame elements. Given the many uncertainties involved, few foundation elements warrant that level of analysis. And fancy FEM can sometimes obfuscate that which is a) truly important and b) usually pretty darn simple.

I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.

Thanks all

Actually the building is three story buildings and all vertical elements are precast concrete wall and these walls will be designed to resist all of the forces ( vertical & horizontal) .
Please check the attachment
Thank you

Thank you