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Recent content by SPJ1

  1. SPJ1

    Haunch Connection Details

    Thanks guys well I'll take the consensus as being that it was done for ease of construction. Ironically it was brought to my attention by a fabricator who didn't think it was strong enough and said he had welded it anyway haha and wanted the detail revised
  2. SPJ1

    Haunch Connection Details

    dhengr: I'd have to disagree, typically there is 20mm deep at the end of the haunch flange and back in '84 the primary welding method would have been with a stick so you'd easily be able to get an electrode within 25mm of the end, I was thinking there may be a reason to do with the mechanics
  3. SPJ1

    Haunch Connection Details

    Hi, I have been recently been looking at haunch connection details from the Australian Steel Institute (formerly Australian Institute of Steel Construction) and I note that their typical detail (taken from their publication "Standardized Structural Connections" published 1984) has a 100mm...
  4. SPJ1

    Shear flow into fastners of built up sections

    Thanks for all the help guys I appreciate it[thumbsup2]
  5. SPJ1

    Shear flow into fastners of built up sections

    Hi, I am doing a project where I am strengthening an existing structure that is insufficient. The current structure utilises a channel for a beam and as a method of strengthening it I am fastening an addition channel to it back-to-back (webs vertical). I am struggling to visualize how to...
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