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      • Usually, they are either steel rings, called split rings, that are placed in grooves in adjoining members to prevent relative movement or metal plates, called shear plates, embedded in the faces of adjoining timbers. The bolts or lag screws are used with these connectors to prevent the timbers from separating.
      civilengineeringx.com/bdac/Split-Ring-and-Shear-Plate-Connectors/
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  2. Shear Plates and Split Rings are used in bolted connections to engage a larger volume of wood, and achieve much higher capacities than bolts alone. Shear Plates are installed flush into the surface of a timber, and can be used with either a steel side plate, or a wood side plate with a mating shear plate.

  3. May 15, 2014 · Split rings and shear plates are both connectors used in assemblies with bolts to increase the shear capacity available from bolts only. As noted above, rotation is not the consideration, although a connection with only one bolt would certainly be capable of rotating.

  4. Aug 27, 2020 · connector unit shall be defined as one of the fol-lowing: One split ring with its bolt or lag screw in sin-gle shear (see Figure 13A). Two shear plates used back to back in the con-tact faces of a wood-to-wood connection with their bolt or lag screw in single shear (see Fig-ures 13B and 13C).

  5. Oct 24, 2021 · Split ring connector joints are used in laterally loaded timber-to-timber connections, whilst shear plate connector joints can also be applied in steel-to-timber connections. Timber and connector dimensions, spacing, end distances and density are the primary influences on the connection strength.

  6. Designed for heavy shear loads in timber to timber connections. The Split Ring with the bevelled inside and outside face makes it easier to insert in the pre-cut grooves and also gives greater load capacity. The Ring is split across at one point, the split being in the form of a tongue and groove.

  7. Split-ring connector joints are used in laterally loaded timber-to-timber connections. Connection strength depends on timber and connector dimensions, spacing, end distances and density of the timber. However connection stiffness depends mainly on the connector diameter and the timber density.

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