PERFORMANCE EVALUATION OF THE BENDING STRENGTH OF LARCH CROSS-LAMINATED TIMBER

摘要

A bending strength test was carried out on the strip-type cross-laminated timber (3 layers) that was combined differently by the cross-sectional annual ring orientation of the laminae under the same modulus of elasticity combination. In addition, the bending modulus of elasticity and the maximum bending moment predicted using the gamma method were compared with the results of the actual test.