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  • Users: Charlie95
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  1. Charlie95

    Transfer Slabs

    Hi everyone, Looking to get advise/comments on the following. In the attached image, inside the green thick line is a 800mm slab and on the outside is a 300mm slab. The orange represents the moment capacity of a 800mm slab. As you can see some parts of the 300mm slab technically are...
  2. Charlie95

    Zone Method for High Strength RC Columns

    Hi, I am designing high strength columns for fire using the Zone Method as BS EN 1992-1-2 States that method A/B may not be used for C90/105 columns. Can anyone point me in the direction to some worked examples/guidance on the Zone Method? Thanks in advance!
  3. Charlie95

    Composite Column Design to EN1994-1-1

    Hi Engineers, I am a graduate engineering the process of doing composite column design to EN 1994-1-1. To check the column for axial compression, there are 2 methods; 1) Use European buckling curves 2) Use second order analysis, considering member imperfections. Please could someone clarify...
  4. Charlie95

    Composite Column Design to EC4

    Hello, Does anyone know of any design guides for composite steel and concrete column design to Eurocode 4? Or can someone please state the checks required?

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