Skip to main content

Official Journal of the Japan Wood Research Society

Table 4 Comparation of prediction rolling shear capacity with test results

From: The appropriacy of the analytical models for calculating the shear capacity of cross-laminated timber (CLT) under out-of-plane bending

CLT

fr (MPa)

Vmax (kN)/Errors

Simplified method

Composite beam theory

Shear analogy method

Gamma Method

CSA O86

Test

SPF-3

1.16

27.27/−23.74%

27.28/−23.71%

27.27/−23.74%

36.60/2.35%

22.66/−36.63%

35.76

SPF-5

1.16

51.92/26.82%

52.37/27.92%

53.09/29.68%

43.36/5.91%

37.76/−7.77%

40.94

EUS-3

1.29

30.33/−45.99%

30.34/−45.98%

30.33/−45.99%

45.19/−19.53%

25.19/−55.15%

56.16

EUS-5

1.29

57.74/1.44%

58.24/2.31%

59.04/3.72%

47.05/−17.34%

41.99/−26.23%

56.92