Group Action Factor in Timber Engineering Formulas

Group action factor for connections or wood members with the fasteners. And is denoted by C_g.

Timber Engineering formulas that make use of Group Action Factor

fxAdjusted Design Value for Lateral Loading for BoltsGo

fxAdjusted Value for Loading Parallel to Grain for Split Ring and Shear Plate ConnectorsGo

fxAdjusted Value for Loading Normal to Grain for Split Ring and Shear Plate ConnectorsGo

fxAdjusted Design Value for Lateral Loading for Lag ScrewsGo

fxAdjusted Design Value for Lateral Loading for Drift Bolts and PinsGo

What is the Group Action Factor?

Group action factor for connections or wood members with the fasteners.

Can the Group Action Factor be negative?

{YesorNo}, the Group Action Factor, measured in {OutputVariableMeasurementName} {CanorCannot} be negative.

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