Built-up beams were made of two Sugi (
Cryptomeria japonica D. Don) planks fastened together with wood pegs. In this study we investigated the edgewise bending properties of Sugi planks and 2ply built-up beams. 20 planks and 20 built-up beams were tested edgewise to destruction. The results are summarized as follows : 1) The modulus of elasticity (
MOE) of planks in edgewise bending could be predicted well from the flatwise
MOE of the same plank. 2) Modulus of rupture (
MOR) and deflection at maximum stress of the planks were affected by
MOE and edge-knot diameter ratio. 3) The
MOE of built-up beams was very close to the average of the two
MOE values of the component planks. Especially if the plank pairs are combined in taking account of the
MOE distribution of planks, the variation in
MOE of built-up beams can be reduced. 4) The average values of
MOR and stress at proportional limit (σ
p) of built-up beams were lower than those of planks. However, the lower 5 percent exclusion limits for
MOR and σ
p of built-up beams were approximately equal to those of planks.
View full abstract