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  1. #1
    Join Date
    Dec 2007
    Location
    Australia
    Posts
    20

    Default Bearers (single span / continuous span)

    All,

    I have bought the book Decks and Pergolas Construction book which everybody advises to read however when trying to calculate what sizes I need for the Ledger, and bearers I am somewhat confused by the terminology "single span or continuous span". Can somebody please advise as to what is meant by this.

    Furthermore, can somebody confirm the following is correct. The proposed deck is approximately 13 metres long (running parrallel and joined to the house) and depth 5.2 metres into the garden. The posts I intend using will be 100x100 and spaced in a line at intervals approx 1800mm from the wall up to the 5.2 metres and no more than 1500mm from each other. The bearers and joists would be sized upon somebody advising what the difference is regarding single and continuous spanning.

    Really would appreciate some help.

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  3. #2
    Join Date
    Mar 2007
    Location
    Canberra
    Age
    63
    Posts
    291

    Default

    Single span is when you have only 2 supports, one at each end of the bearer/joist - something like a post and lintel structure (e.g. stonehenge). Continuous spanning is when the bearer/joist is supported by more then 2 posts.

    For example, if I had to span a 3 metre distance and I had 2 posts, say 2.8 metres apart, and I used a single 3 metre bearer - this would be single span. If I now put a post in the middle, so each post is 1.4 metres apart and still used the single 3 metre bearer - this would be continuous span. Note that in the second example with 3 posts 1.4 metres apart if I used 2 bearers, each 1.5 metres long - this would be 2 separate single spans.

    I also struggled with this idea and the above is my understanding... I'm not an expert (at this anyway) and I guess someone will correct me if I'm wrong.

    Cheers,
    Adam

  4. #3
    Join Date
    Aug 2005
    Location
    Victoria
    Posts
    664

    Default

    spot on chumley

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