Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Eng16080's latest activity

  • Eng16080
    Eng16080 replied to the thread How to fix this?.
    KootK, I'm lovin' the honesty here regardless of whether or not I agree with your points. It's always good to see a different...
  • Eng16080
    Eng16080 replied to the thread HOT TUB - gut check.
    I brought up the custom hanger idea because OP was concerned about the light gauge Simpson connector rusting through. With a 1/4" thick...
  • Eng16080
    It can be the same dimensions as the beam (width and height). In that case the welds would be along the inside of the flanges. The...
  • Eng16080
    To be fair, I doubt anything is surviving a 1g acceleration.
  • Eng16080
    Eng16080 replied to the thread HOT TUB - gut check.
    The detail specifics would depend on OPs conditions, although I wouldn't be relying only on friction. I was picturing a web nailer...
  • Eng16080
    Use AdGuard AdBlocker. It eliminates most of this crap. Without it, this site isn't useable.
  • Eng16080
    Eng16080 replied to the thread HOT TUB - gut check.
    This isn't a detail I use often (bearing the joist on the beam btm flange), although I think this would induce less torsion than packing...
  • Eng16080
    Eng16080 replied to the thread HOT TUB - gut check.
    Hopefully the beam is also HDG. I don't think I'd be overly concerned with an HDG beam, PT nailer on top, with all HDG top flange...
  • Eng16080
    Eng16080 reacted to phamENG's post in the thread HOT TUB - gut check with Like Like.
    Use HDG or Stainless. Don't mix them. Zinc and Stainless are very reactive and galvanic corrosion will eat those nails.
  • Eng16080
    Normally, I bear the steel beam directly on the PSL post, but I see no issue with your detail, especially considering the relatively...
  • Eng16080
    Eng16080 replied to the thread Easy foundation work or a trap?.
    Was his work good or not so good? They'll likely expect the same from you (for the same fee). In my experience, work like this tends...
  • Eng16080
    Eng16080 replied to the thread Whats the deal with hip roofs.
    Unless I misunderstand the framing (a sketch would be useful), there could still be ceiling joists tied to the jack rafters. As noted...
  • Eng16080
    Eng16080 replied to the thread How to fix this?.
    I believe this is only a commercial requirement, not residential.
  • Eng16080
    Eng16080 replied to the thread Whats the deal with hip roofs.
    This question comes up quite frequently here. If there's a flat ceiling, the outward thrust can be resisted by ceiling joists connected...
  • Eng16080
    I'll admit I don't have a deep understanding of LRFD (like some here). However, if LRFD is truly the more accurate/consistent method, I...

Part and Inventory Search