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Timber Engineering
Load Duration Factor for Bolts in Timber Engineering Formulas
Load Duration Factor for Bolts not to exceed 1.6 for connections is based on the ability of wood to recover after a reasonable load has been applied for a given time. And is denoted by C'
D
.
Timber Engineering formulas that make use of Load Duration Factor for Bolts
f
x
Adjusted Design Value for Lateral Loading for Bolts
Go
f
x
Adjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate Connectors
Go
f
x
Adjusted Value for Loading Normal to Grain for Split Ring and Shear Plate Connectors
Go
f
x
Adjusted Design Value for Lateral Loading for Drift Bolts and Pins
Go
FAQ
What is the Load Duration Factor for Bolts?
Load Duration Factor for Bolts not to exceed 1.6 for connections is based on the ability of wood to recover after a reasonable load has been applied for a given time.
Can the Load Duration Factor for Bolts be negative?
{YesorNo}, the Load Duration Factor for Bolts, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.
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