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Large Span Structures

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Can somebody with practical experience with large span structures give me an idea on what is the basis of the structural framing to be considered i.e at what spans certain framing systems become more feasible structurally and functionally  i.e a comparison between use of rolled sections, built up solid sections,open web joists, stiffened plates(domes etc), cable stayed.?

Thanks
S.Sehdev



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