Hurricane Ties at 45-Degree Angle
Hurricane Ties at 45-Degree Angle
(OP)
Specifically referring to a Simpson "H1" and HGA10 hurricane tie:

What happens to the “F1” force when applied to an “H1” hurricane tie at a 45-degree configuration as in a gable end-wall?
What happens to the “F2” force when applied to an “HGA101” hurricane tie at a 45-degree configuration as in a gable end-wall?
Can I still get full published values?
I'm currently awaiting a reply from Simpson engineering. But, i thought i would get other opinions while waiting.
Thank you for your opinions...

What happens to the “F1” force when applied to an “H1” hurricane tie at a 45-degree configuration as in a gable end-wall?
What happens to the “F2” force when applied to an “HGA101” hurricane tie at a 45-degree configuration as in a gable end-wall?
Can I still get full published values?
I'm currently awaiting a reply from Simpson engineering. But, i thought i would get other opinions while waiting.
Thank you for your opinions...






RE: Hurricane Ties at 45-Degree Angle
RE: Hurricane Ties at 45-Degree Angle
Professional and Structural Engineer (ME, NH, MA)
American Concrete Industries
www.americanconcrete.com
RE: Hurricane Ties at 45-Degree Angle
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Hurricane Ties at 45-Degree Angle
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.
RE: Hurricane Ties at 45-Degree Angle
RE: Hurricane Ties at 45-Degree Angle
I should have further explained that i understand that Simpson would not stand behind any published values once we alter the situation. What i really needed was opinions of what values i could obtain in the altered state. Basically, i need to do the math myself.
All other suggestions, please refer to my thread507-410624: Rollover Suggestion?
Thank you!