BSVBD
Structural
- Jul 23, 2015
- 463
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...