Elevation of the footings
Elevation of the footings
(OP)
For the structural engineers here, are there any good reasons why you prefer the TOP of the footings at the same elevations? Being a geotechnical engineer and not having any good input from the structural at the first stages of the design, my analysis starts with assuming the BOTTOM of the footings at the same elevations. Any input will be appreciated !






RE: Elevation of the footings
The bottom of footings often depends on the soil bearing capacity at the level of intended founding. Also, the footings themselves are commonly of differing thicknesses.
RE: Elevation of the footings
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RE: Elevation of the footings
RE: Elevation of the footings
Dik
RE: Elevation of the footings