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Recent content by ThisumD

  1. ThisumD

    Deflection limits of Steel deck structures- BS 5950 code

    Thanks Klaus and Retrograde for your replies ! Retrograde: According to the Table, i think it is most suitable to use Span/200 as the limit for my structure. Cheers !
  2. ThisumD

    Deflection limits of Steel deck structures- BS 5950 code

    Can anyone let me know the maximum deflection limit (Span/limit) for a steel platform structure ? I am planning to design this platform using steel columns and beams and 6 mm plate is welded to the top of the joists(as the supporting slab). I am using BS 5950 code for member design. The...
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