Moment eccentricies for footings due to wind/seismic
Moment eccentricies for footings due to wind/seismic
(OP)
Need some direction regarding the distribution of bearing pressures and how to use this in shallow foundations. Is there a resource that you guys turn to when designing a foundation with large overturning moments?






RE: Moment eccentricies for footings due to wind/seismic
If you're looking for more specific guidance, let me know and I'll do my best to help.
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Moment eccentricies for footings due to wind/seismic
So far as I am aware, those are about the only rules you require to solve the problem. As KootK has stated, it is statics.
BA
RE: Moment eccentricies for footings due to wind/seismic
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Moment eccentricies for footings due to wind/seismic
RE: Moment eccentricies for footings due to wind/seismic
RE: Moment eccentricies for footings due to wind/seismic
BA
RE: Moment eccentricies for footings due to wind/seismic