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Official Journal of the Japan Wood Research Society

Table 5 Compressive properties of the CLT panels

From: Bending, shear, and compressive properties of three- and five-layer cross-laminated timber fabricated with black spruce

Properties

3-layer CLT, CL3/105

Parallel-to-grain direction

Perpendicular-to-grain direction

Stiffness (MPa), Ec3,0 and Ec3,90

7614.4

4303.8

Strength (MPa), fc3,0 and fc3,90

21.1

13.4

 

5-layer CLT, CL5/155

Stiffness (MPa), Ec5,0 and Ec5,90

6838.8

3717.4

Strength (MPa), fc5,0 and fc5,90

23.5

14.7