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  1. L

    deflection limits

    Hello everyone, could you please advise which loads should be given first priority when designing CLT slab-to-wall screw connection details? Additionally, which type of screw arrangement is mostly recommended inclined or vertical to resist these loads and prevent connection failure? Thank you!
  2. L

    deflection limits

    Thank you in advance!
  3. L

    deflection limits

    Thank you in advance!
  4. L

    deflection limits

    Hello everyone, could you please tell me how we can define the deflection limits of (L or Lr, S or Wf, and D+L) as described in IBC Table 1604.3?

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