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  • Users: ClearCalcs
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  1. ClearCalcs

    Deflections in collar/rafter tie assemblies

    Hello! We've had a question come up in our team and it's got us curious and looking to find out a bit more. What deflections would you typically consider in a roof assembly with rafter and/or collar ties? Some ideas here: [ol a] Absolute deflection at ridge (for your L/ value, would you use L =...

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