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- W2072692416 abstract "An analytical model that predicts the axial and rotational stiffness values of metal-plate-connected wood trussjoints is developed by considering a plate tooth as a cantilever beam in an elastic foundation. Given lumber specificgravity, moisture content, plate and tooth geometry, and loading conditions, the model predicts axial and rotationalstiffness values. A total of 33 actual tension splice and heel joints were tested to validate the predictions of the model. Totest the scope of the model, joints were fabricated from wood specific gravity ranging from 0.30 to 0.70, and moisturecontent ranging from 1 to 19%. Heel joint top chord slopes were 3.5 on 12 and 5 on 12. The joints were tested by applyingconcentric and eccentric loads. The model predicts within 10% of experimental values." @default.
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- W2072692416 date "1999-01-01" @default.
- W2072692416 modified "2023-10-14" @default.
- W2072692416 title "AXIAL AND ROTATIONAL STIFFNESS MODEL OF METAL-PLATE-CONNECTED WOOD TRUSS JOINTS" @default.
- W2072692416 doi "https://doi.org/10.13031/2013.13239" @default.
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