Perimeter concrete wall with an L-shaped footing
Perimeter concrete wall with an L-shaped footing
(OP)
I am designing an L-shaped footing for a perimeter concrete wall. My service-level gravity force is 12 kips/ft and 5 kip/ft for live load. What is the best design approach for designing this footing? I have been using Enercalc for the design of it, but the footing size keep increasing without converging to any tangible result.
Can anyone point me to a sample calculation or get some direction on how to approach this analysis? The top of the wall is restrain by a concrete diaphragm and the bottom will eventually restrained by a slab on grade.
Thanks,
Can anyone point me to a sample calculation or get some direction on how to approach this analysis? The top of the wall is restrain by a concrete diaphragm and the bottom will eventually restrained by a slab on grade.
Thanks,






RE: Perimeter concrete wall with an L-shaped footing
RE: Perimeter concrete wall with an L-shaped footing