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Bending moment capacity of metal plate connected wood splice joints constructed with red pine (Pinus brutia Ten.) lumber
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The ultimate bending moment carrying capacity of metal-plate-connected (MPC) wood-truss-splice joints constructed with red pine (Pinus brutia Ten.) lumber was investigated. Lumber 38 mm by 90 mm and 3 different sizes of metal plate connectors were utilized in constructing the joints.
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