Omega-factored seismic loads for fdn design
Omega-factored seismic loads for fdn design
(OP)
should fdn loads supplied for fdn design include omega-factored seismic loads....Cat D, industrial....the basic question is where does the application of this over-strength factor stop being relevant in the design of the fdn..AB embedment, fdn design, soil bearing press, etc ... thanks






RE: Omega-factored seismic loads for fdn design
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.