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Official Journal of the Japan Wood Research Society

Table 8 Experimental results for CLT shear panels

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

 

CL3/105/680

CL5/155/1000

EIm,l, × 1011 (N mm2)

4.024

9.816

∑EihiZi, × 107 (N)

1.354

2.536

Ib/Qeff, × 104 (mm2)

2.973

3.871

No.

FVmax (kN)

fv (MPa)

FVmax (kN)

fv (MPa)

1

49.775

1.674

62.537

1.616

2

58.344

1.962

74.175

1.916

3

49.611

1.669

70.164

1.813

4

47.607

1.601

65.521

1.693

5

53.609

1.803

75.711

1.956

6

50.114

1.686

69.940

1.807

7

49.520

1.666

71.689

1.852

8

48.772

1.640

68.694

1.775

9

57.395

1.931

67.831

1.752

10

71.803

1.855

Mean

51.639

1.737

69.806

1.803

COV

7.5%

5.6%