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  1. T

    Min reinforcement steel in foundation for self erecting crane

    Hi all, I have been asked to approve a raft foundation for a self erecting crane, and am running into an issue regarding the minimum steel requirement (As,min). The foundation has already been poured and is designed in accordance with the suppliers design recommendations. The raft is 7m x 7m x...
  2. T

    Construction site hoarding with access gate according to Eurocode 1

    Hi everyone, I am working on a hoarding design (approx 100m long), and I have to include an access gate in the centre. I am applying Eurocode 1, section 7.4,.1 (free standing walls and parapets) I was wondering how others deal with the wind load zones (A,B,C,D) at access points. The normal...
  3. T

    Pad foundation effective bearing area and foundation depth

    Hi all, I have a couple of questions regarding the effective bearing area, and foundation depth for pad foundations. 1. With regard to the critical depth of the pad foundation. I have concluded the following, and was wondering if this seems reasonable, or are there other methods that can be...
  4. T

    Punching shear on plain concrete pad foundation Eurocode 2

    I have been asked to design a "temporary pad foundation", for 4 support towers used to support some formwork. Due to the temporary nature, their preference is for plain concrete. My issue is that there doesn't seem to be a straight forward way to implement the Eurocode 2, for punching shear on...

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