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  1. ZXLeung

    Seismic Des. Parameters for London/UK - Code: Eurocode8-2004 (Steel Des. Code: BS5950-2000)

    All there parameters can be referred to EuroCode 8 (BS EN 1998.1.2004).
  2. ZXLeung

    Truss-to-wall connection

    Thank you a lot Jay!!!
  3. ZXLeung

    Metal Roof Diaphragm

    Typically, we run with the online calcs via the link below for roof deck diaphragm check: Link
  4. ZXLeung

    Truss-to-wall connection

    Thanks a lot Jay for quick reply and helpful comments! To understand this procedure corretly, I simplified an assumption below: Assume truss spans from front to rear walls, then Perpendicular to Truss Force, F1 equals: Wind pressure to side wall * Width of side wall * Tributed height...
  5. ZXLeung

    Truss-to-wall connection

    For wood roof diaphragms with wood trusses supported on masonry walls and subject to lateral wind load,how to calculate the shear load F1(parallel to the supporting wall) and F2(normal to the supporting wall) for the truss-to-wall connector design? P.S. In fact, this topic was posted before...

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