Split Ring and Shear Plate Connectors

 

 

Split Rings

NDS appendix K and table 12A

large bearing surface → larger loads

wood-to-wood

bolt or lag bolt through center, dap or groove

"...'split' to provide simultaneous bearing on inner core and outer surface."

2-1/2-in. or 4-in. diameter

 

 

Shear Plates

NDS appendix K and table 12B

wood-to-wood or wood-to-metal

plate in each wood member, flush with surface

easier to assemble or disassemble

can be used in end grain

2-5/8-in. or 4-in. diameter

 

 

Advantages / Disadvantages

higher adjusted design values than bolted connections

special fabrication equipment; limited by fabrication costs

much less common - glulam arches, heavy timber trusses

 

steep arch flat arch
threaded rod dowel + tie plate