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Celt83's latest activity

  • Celt83
    Celt83 replied to the thread Roofing Fastening Detail - Loads and General Critique.
    Would a pattern of cold-formed Z sections work, assume would need to be discontinuous for energy, then you could do the shorter Simpson...
  • Celt83
    Celt83 replied to the thread Concrete beam minimum steel.
    I don't believe your distribution of splitting the steel between faces is accurate, the full 1200 mm2 would need to be placed in the...
  • Celt83
    Celt83 replied to the thread Cable-suspended roof.
    We found some errors in that book a bit ago see this thread...
  • Celt83
    Celt83 replied to the thread Calculate Normal Force.
    Just like the balancing bird toy example I imagine some of us have seen in statics class. Although the system itself is inherently...
    • 1738606706781.png
  • Celt83
    Celt83 replied to the thread Bi-axial bending chart - concrete column.
    Interaction 3d plot should be Z-axis = N X-axis = Mx Y-axis = My A second useful plot is a 2d plot of Y-axis = neutral axis angle...
  • Celt83
    Celt83 replied to the thread Calculate Normal Force.
    Ha had it wrong, first pass ignored the existence of Fx, reworked and in camp Fn=10n
    • 1738362526660.png
  • Celt83
    Celt83 replied to the thread Horizontal 2x6 T&G as Shearwall Sheathing.
    just to clarify something your "stud" walls are they 21 ft tall with studs spaced around 4-5 ft on center? if the answer is yes then...
  • Celt83
    Celt83 replied to the thread Bracing of wood members.
    Take a look at TR14: https://awc.org/wp-content/uploads/2021/12/AWC-TR14-0312.pdf
  • Celt83
    Celt83 replied to the thread HP15C.
    @Ingenuity any issues with the face plate on yours (assuming you have one), a common complaint I saw on their forums was the label...
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