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  • Users: lwats80
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  1. lwats80

    Steel Angle Design to EC3

    Hi, can any one help with the following? I am checking a steel angle in bending to eurocodes however there doesn't appear to be any guidance on angles. The LTB checks seem to only address I sections. I have taken by buckling curve as d as recommended in the code, however, I am unsure on how to...
  2. lwats80

    Temporary Works Load Reduction Factor EC

    Hi I have designed some temporary scaffolding to prop an existing timber building in order to do an intrusive structural survey. However, the client is concerned about uplift on the structure. Having done a wind assessment to BS EN 1991-4 there is considerable uplift. Is there a reduction...

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