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  1. MoStructEng

    Edge beams with balustrades check

    Thanks KooTK, I did try fixing the incoming beams. Not sure about the detail as this is an early stage design
  2. MoStructEng

    Edge beams with balustrades check

    More info: I've used 0.814kNm/m as a torsional UDL along the entire beam. The balustrade has got a connection every two metres should I instead apply a single torsional load at where the balustrade connects to the beam? (I haven't done this because I don't really know the exact location of...
  3. MoStructEng

    Edge beams with balustrades check

    Hi A graduate here. I am using Tekla to design a steel frame to Eurocodes and I've got edge beams with balustrades I did a bit of research and the max allowed deflection for balustrades is 25mm which is about 1.3 degrees only. When I try to limit my torsion and torsional rotation the section...

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