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  1. C

    Structural engineer missed point load - advice please

    Hello Daniel, just wondering how things are progressing with your project. I agree with the others, span has been always L/360; the safety factors should help but bear in mind that the deflection normally is calculated with unfractured loads, so it may be a buffer there. The solution may be...
  2. C

    Hello Tony, just wondering if you would consider mentoring and engineer on his route to Charter...

    Hello Tony, just wondering if you would consider mentoring and engineer on his route to Charter status? Need someone with more experience in the UK to bounce ideas and have a second point of view. Let me know.
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