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  • Users: BertieUK
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  1. BertieUK

    Timber shear wall diaphragm nailing design

    When designing the nailing spacing bewteen a ply diaphragm and the stud frame, given that the top plate is subject to a racking load of XkN/m from wind, to design the nail spacing do I simply design the nail spacing to resist X or do I need to design the nail spacing to resist 1.5X? The 1.5...

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