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Recent content by StructIng

  1. StructIng

    Bolted Column Splices with Minor Axis bending moment

    The first option is preferred, (make the vertical column act as close to a single continuous beam as possible).
  2. StructIng

    Bolted Column Splices with Minor Axis bending moment

    Hi All I'm looking for literature/design guides on Bolted Column splices with minor axis bending. I have the SAISC Green Book "Structural Steel Connections", it got about a page on this topic. Just wondering if there is another design guide/book with some more information on this topic. Thank...
  3. StructIng

    Composite Secondary Beam (Spandrel/Edge)

    Hi it has been observed that the secondary edge beam twisted/buckled (approx 20mm) during construction. the beam is supporting metal decking with shear connectors @ 300mm centres. I understand that the metal deck will provide some sort of restraint to the top flange, but question is that: can...
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