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    Quasi-Static Strengths and Failure Modes of Tight-Fitting and Round-End Metal-Plate Wooden Truss Joints 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): N. Dadhiala; K. Koo; J. K. Spelt
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was conducted to investigate whether existing industry design procedures for tight-fitting metal plate connector truss joints can be applied to the design of joints made with round-end webs. Four joint ...
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