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Recent content by Silasf

  1. Silasf

    Wind Load on Lattice Deadend Tower

    Thanks hokie66. That sounds like where it came from. Thanks again.
  2. Silasf

    Wind Load on Lattice Deadend Tower

    It's not "figments of someone's imagination." It is in the code. I just wondered if someone had a justification.
  3. Silasf

    Wind Load on Lattice Deadend Tower

    Hello, I'm analyzing a lattice deadend structure and had a question about how wind load was applied to the lattice bracing. In RISA you can create an "open structure" load and it applies the load on the projected area of the member. However, I've also seen the load applied to the member ends...

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