They’ll do that if they’re undersized for the span.Not a carpenter or framer, but are you talking about these?
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If so, I've had two houses with 'em (which includes the current place), and two without. Both places that had/have 'em have creaking and sagging floors, while the floors were dead silent and level in the homes that had "standard" 2x floor joists and/or "floor trusses" (if that's the right term).
I really don’t mean to add to Duke's workload, but if this were my place, I'd cross-bridge the hell out of 'em (because they DO twist under a load), and hope like hell they don't sag and/or crack with age.
These are 14 7/8 vs the 11 7/8 the plans called for and they’re supported every 15 feet by load bearing walls. That’s roughly 1/3rd of their rated max span.
I also modified the plans for the walls above to be directly on top of the load bearing walls underneath the joists.
That said, yes they’ll get braced laterally as well















