Dear experts,
I wanted to know that during the design of foundation for the buildings, pressure checks are carried out. i.e.,
Pmax/min = P/A +- Mx/Zx +- My/Zy
If Pmax > SBC (fails in bearing)
Pmin < 0 (tension in soil)
This check is only carried out for RAFT Footing, whereas for others I haven't seen? What can be the possible reason for that?
I'm trying to design COMBINED & STRAP FOOTING.
Your answer will be highly appreciated.
Sumit