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  1. ViaParadise

    Truss Top Chord Lateral Support

    If you have transverse floor beams you can use those as well. If your deck isn't attached to the compression members then you may want to consider compression bracing. Appendix 6 of AISC LRFD goes over it and it's pretty straight forward. For linear consideration, unless your web members are...
  2. ViaParadise

    Explanation for 8/9 in H1-1A

    Δδ Currently reviewing a design where the intention is to use section H of the AISC for verification. The issue I have is that while i'm familiar with the equation itself (H1-1A), I can't understand exactly why the factor 8/9 is used. If there is a reference to how this number is derived...
  3. ViaParadise

    House Review - Site Visit without report?

    I really appreciate all the responses. Part of the reason I signed up to this site was because using reddit as a forum is extremely difficult when there are so many non-engineers who can participate and almost everyone seems to have a mindset of doom and gloom. That said, being aware of...
  4. ViaParadise

    House Review - Site Visit without report?

    As a very young and inexperienced engineer I have a question here for those answering this topic that is more of a situation than question. If you do in fact want to make money as an engineer on the side, and occasionally wouldn't mind walking through homes with someone. If not to say, "yes the...
  5. ViaParadise

    How to fix this?

    Sorry if it's been mentioned already. Can you just ask them shore up the end about a 1' or so out then just add some angles with a leg to reach out to your 2x10. Simpson has them as well so it shouldn't be too crazy either finding something with a close enough load rating.
  6. ViaParadise

    Artificial Intelligence in Structural Engineering

    For me it's about a 90/10 mix of glorified search / bouncing ideas off of it. "It" here being any "AI" or at least tool that can come up with some means of doing what I ask of it. Say I want to write a module in VBA or create a new notebook to organize ideas in Notion or ask what would be needed...
  7. ViaParadise

    Clarification about moment formula for EN 1993-1-8

    Thank you, I was making the mistake of assuming point loads centered on the plates. If anyone seeing this runs into the same issue confusing themselves, here's a convenient bending moment diagram I found online from https://www.sciencedirect.com/science/article/pii/S0143974X22006228
  8. ViaParadise

    Clarification about moment formula for EN 1993-1-8

    I'm designing a pin connection where there will be a large clearance between the inner and outer plates to accomodate movement. However, it's now being solely controlled by the pin bending given the distance between supports (outside edges of outer plates). This is because the clearance between...

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