BS! Bollinger, I can copy out of books too. It doesn’t mean diddly Squat! You’re new to the boards. I don’t think you know what you’re talking about!
I trust Dennis! He’s an ex-locomotive engineer.
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It hasn’t failed, but doesn’t mean it can’t. I’ve seen that done before on ridge but not a rafter. Obviously too late now but would’ve been structurally stronger if the V was cut into the extension and kept longer section in tact. Weak point in that joint is deep in the V.
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