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    Construction advice please: RSJ's

    Scheduled Pinned Locked Moved Corner Bar
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    • A Offline
      andyc
      last edited by

      Hi Guys - help please! Found myself out-of-my-depth (AGAIN!!) I need to draw up a steel frame for a platform. It will be constructed from 254mm x 146mm section RSJ's, supported on 100mm square section steel uprights. What is the (non-permanent) standard way of connecting RSJ's to form corner- and T-joints?? This is a temporary structure which needs to be built and de-rigged quickly, so I'm assuming some type of bolt fixing? Does anyone have a picture/sketch of the right way to do this??

      As ever, all help gratefully received πŸ˜„

      A.

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      • R Offline
        Rob D
        last edited by

        Hi Andy

        Using a 10mm end plate and 10mm toe plate is a very easy and fairly standard way to go. Use M20 Grade 8.8 bolts as shown at 70mm or 90mm spacing. Otherwise use 90x90x10 RSA or similar angle (RSA = Rolled steel angle).

        Hope that helps you out

        Kind regards
        Rob


        254 beam connection 01.jpg


        254 beam connection 02.jpg


        254 beam connection 03.jpg

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        • A Offline
          andyc
          last edited by

          Rob - that is a massive help to me -thanks so much. πŸ‘ πŸ‘

          Genuinely grateful - you've got me out of a real hole. 😎

          cheers,

          Andy.

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          • TIGT Offline
            TIG Moderator
            last edited by

            Rob D
            Perfect reply... That's it !

            TIG

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            • R Offline
              Rob D
              last edited by

              Glad to be of help πŸ˜„

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