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Official Journal of the Japan Wood Research Society

Table 2 Input stiffness properties of cross-laminated timber (CLT) laminations

From: Evaluating rolling shear strength properties of cross-laminated timber by short-span bending tests and modified planar shear tests

Lamination grade

E (MPa)

E (MPa)

G 0 (MPa)

G RS (MPa)

SG8

8000

267

533

53

SG6

6000

200

400

40

  1. SG8 refers to stress grade 8 structural timber; SG6 refers to stress grade 6 structural timber; E refers to E value parallel to grain; E refers to E value perpendicular to grain; G 0 refers to longitudinal shear modulus and G RS refers to rolling shear modulus