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- W159647673 abstract "Timber joints have always been the weak link in timber construction.Although the load carrying capacity of the timber structure is greater than theapplied load, the structural system can fail if the joints are weak. Finger jointingof short off-cut timbers for structural purposes like lightweight roof trusses is aneconomical method to minimise wastage and to increase recovery rate. Theobjective of this research was to evaluate the strength and failurecharacteristics of truss joints made from solid and finger jointed kempas(Koompassia malaccensis) with metal plate connectors.This research assessed the strength properties of truss joints comprisingsolid and finger-jointed kempas which were jointed with nail plate connectors.The influence of the location of finger joints in the joint system on both thestrength and failure characteristics were also studied. Eight joint types, each having ten replications were tested for joint strengths and failure modes. Thetype of jOint were solid butt-joint (S8), solid T -joint (ST), finger jointed butt-jointtype 1 (FB1), finger jointed butt-joint type 2 (FB2) and finger jOinted butt-jointtype 3 (FB3), finger jointed T -joint type 1 (FT1), finger jointed T -joint type 2(FT2) and finger jointed T-joint type 3 (FT3)." @default.
- W159647673 created "2016-06-24" @default.
- W159647673 creator A5084208341 @default.
- W159647673 date "2002-01-01" @default.
- W159647673 modified "2023-09-27" @default.
- W159647673 title "Tensile Strength and Failure Characteristics of Common Roof Truss Joints" @default.
- W159647673 hasPublicationYear "2002" @default.
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