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I have a project on the seaside, with a A - Frame stone sea wall and I wanted to design strap footings, deeper than the bottom of the wall. Can the strap beam be deeper than the bottom of the footing if soil pressures are higher?
I have a project on the seaside, with a A - Frame stone sea wall and I wanted to design strap footings, deeper than the bottom of the wall. Can the strap beam be deeper than the bottom of the footing if soil pressures are higher?