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  • Users: boki565
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  1. boki565

    elastic critical moment

    Hey guys! I cant figure why is Mcr in SCI P397 "elastic design of single span steel portal frame buildings Eurocode 3" calculated as Mcr = (C^2)*Cm*Mcr0 as you can see on picture below And why is it calculated in SCI P363 "blue book" diferently as you can see on picture below
  2. boki565

    Warping constant of haunched section

    Hey guys! I am trying to figure out warping constant calculation of haunched section. You can see dimensions on picture below. https://res.cloudinary.com/engineering-com/image/upload/v1630256407/tips/sxw9wecdnak71_n4uy0y.webp I am designing it via "design of steel portal frame buildings...

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