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

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