Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Flotsam7018's latest activity

  • Flotsam7018
    This is in regard to the nonplanar case, which I think we can agree relies on load paths that we at least in theory avoid such as cross...
    • Screenshot 2025-04-02 104744.png
  • Flotsam7018
    Honestly this site should be paying @KootK some of that sweet ad revenue.
  • Flotsam7018
    Agreed that for pure lateral restraint it is a wash and why I found the point irrelevant. For the anticipated shear and out of plumbness...
  • Flotsam7018
    Flotsam7018 replied to the thread Ridge straps.
    I do the same as phamENG. Check the general notes, for up to 5/8" WSP use 2-1/2" nails minimum, which is the minimum nail length for 90%...
  • Flotsam7018
    Flotsam7018 reacted to gte447f's post in the thread Inspections, Special or otherwise with Like Like.
    OP, what type of construction are we talking about? Residential or commercial? IRC or IBC? You mention Special Inspections in your...
  • Flotsam7018
    Something like that, yes. With a tall heel the likelihood of imperfections are much higher - from the lumber itself (dimensional lumber...
  • Flotsam7018
    Ron: That was just for some levity, I completely agree about not adding cost without justification. That’s why I’m spending the time to...
  • Flotsam7018
    Agreed. However, I'd be much less concerned with a 2x10 without rotational restraint than a 13ft truss heel. Any incidental horizontal...

Part and Inventory Search

Back
Top