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Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 5 Average of tensile tests for different widths of the CLT

From: Effects of the width and lay-up of sugi cross-laminated timber (CLT) on its dynamic and static elastic moduli, and tensile strength

Type of CLT

MC (%)

Εt (kN/mm2)

σ t (N/mm2)

5-5-Ma-150

10.9

(4.56)

3.97

(3.53)

13.1

(8.28)

5-5-Ma-300

11.0

(3.08)

4.32

(7.88)

12.7

(7.81)

5-5-Ma-600

11.0

(1.48)

4.35

(2.28)

12.6

(6.00)

  1. Value in bracket shows the coefficient of variation, in %. Abbreviations for the type of CLT, refer to Table 1
  2. MC moisture content determined using oven-dry method, E t tensile elastic modulus, σ t tensile strength
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