Is formed by a line joining the centers of any two adjacent connectors located in ![]() Institute of Technology (MIT) some time prior to 1944. In that study, the author determined relationships between the capacity of various connectors to specific gravity of the wood and performed severalĮxperiments to determine the effects of connection geometric parameters, suchĪs end distance, edge distance, and spacing.įor loads at an angle to grain with connector axes at an angle to grain, elliptical functions for spacing between connectors were developed based on researchĬonducted by the Timber Engineering Company (TECO) at the Massachusetts To a 1944 report, Timber-Connector Joints: Their Strength and Design, by John ![]() Most of the provisions for shear plates and split rings can be traced back They function by increasing theīearing area of the fasteners at the surfaces of the connected members, where To increase the capacity of timber connections. ![]() Shear plates and split rings are used in conjunction with bolts or lag screws
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