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  1. MelCarter

    Capacity design procedure-single storey buildings

    Hi sdz, thanks for the reply. I think that nearly all engineers do as you say, and stick within the elastic range. I generally do also, I must admit. Any other NZ structural engineers out there who would care to comment??
  2. MelCarter

    Capacity design procedure-single storey buildings

    Hi all, I have a single storey structural steel frame building. I am designing in NZ, under NZS3404. My question is, if I designate this structure as a category 1 (fully ductile) frame, even though it is single storey, what checks need to be completed specifically relating to seismic capacity...
  3. MelCarter

    seismic design checks-single storey steel moment resisting frame

    Hi all, I have a single storey structural steel frame building. I am designing in NZ, under NZS3404. My question is, if I designate this structure as a category 1 (fully ductile) frame, even though it is single storey, what checks need to be completed specifically relating to seismic...

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