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OK. To me, your message seemed upset. Sorry if I misread that.oh my, so upset over here sipping my latte.
If you were part of the development you should be able to answer this very simple question. How does wind load a deck post? That is as basic as it gets.
I'm not objecting, just adding another dynamic to what you did. Not everything here is confrontational or combative. We are simply adding to the conversation, so I'm not sure where the defensiveness is coming from. I thought I made my point clear about two of my posts ago, but you can't seem to process that information for some reason.My post was 100% about how decks don't typically fail because of posts buckling. I'm still confused as to what you're objecting.
That is remarkably accurate!! (no hat though)
Not defensive, I actually have no idea what point you're trying to make. I said decks fail at connections and you said, no, they fail at connections... I don't understand.I'm not objecting, just adding another dynamic to what you did. Not everything here is confrontational or combative. We are simply adding to the conversation, so I'm not sure where the defensiveness is coming from. I thought I made my point clear about two of my posts ago, but you can't seem to process that information for some reason.
So Canada has prescriptive knee braces for deck posts that are adding bending moments enough to fail 4x4 posts and they changed the code??The deck needs to resist the lateral load, so it has some sort of connection to resist moment at the top of the post. Eg knee braces.
Cheers, Wayne
I never said that. Here is my post.Not defensive, I actually have no idea what point you're trying to make. I said decks fail at connections and you said, no, they fail at connections... I don't understand.
Nothing is "always" and when you live in high wind areas, the deck to house connection is just as important as uplift.