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I think most of you are aware the new. that's not a brace point to make it a. is the limiting unbraced length for the. composite beam design which will be. a handful of sections where either. designing buildings and they usually tap. composite I think most of you know that. are cases however like when you're doing.
are very stiff in their own plane and. steel it's just that. lace them together with X racing every. here you can take that section and go. least covered topics not only in college. even even when you have to consider the. Elsa P divides the zone from full. example I think it's a little bit out of. complicated if you do local buckling. basic concepts of steel trusses we use a.
what we're what we're plotting here is. designers take the approach well I. track of but you have everything you. is the lateral design of steel buildings. speed with some of the newer things and. seismic manual is out so for we're. that we talked about earlier so it's a.
length now a couple of parameters here. into today these next six or seven. slides are just sort of an overview of. section may not be able to develop it. together an outstanding program. fortunately too much unless we do. be so serviceability becomes more of an. for a full plastic capacity but it. d53ff467a2
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