Quote:
Originally Posted by Zedn
I agree with you Bernica. I would have thought they would have a cast in anchor plate with studs on it that ties into the steel like they do with a crane base. I wouldn't be trusting it to Dyna bolts.
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Nope, wouldn't trust a Dynabolt through a 4-6" slab. To add to my worries of doing something like that, I live in earthquake country.
But regardless, I would do it the way I described no matter where I lived.
Some engineers here might be able to explain a "hinge point" or "overturn" better than I could, but I'm sure you get the idea.
