Skip to main content

Official Journal of the Japan Wood Research Society

Table 3 Test results of the rolling shear capacities of SPF and EUS CLT panels

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

Specimen count

Load when first shear crack appears (P)/kN

Shear capacity/kN

Test values (P/2)

Mean/COV

SPF3-S1

71.48

35.74

35.76/5.65%

SPF3-S2

72.89

36.45

SPF3-S3

78.37

39.19

SPF3-S4

67.62

33.81

SPF3-S5

72.95

36.48

SPF3-S6

65.85

32.93

SPF5-S1

81.99

41.00

40.94/2.45%

SPF5-S2

82.13

41.06

SPF5-S5

78.86

39.43

SPF5-S6

84.51

42.26

EUS3-S1

119.45

59.73

56.16/4.80%

EUS3-S2

106.73

53.37

EUS3-S3

108.22

54.11

EUS3-S4

106.21

53.11

EUS3-S5

116.05

58.03

EUS3-S6

117.25

58.63

EUS5-S1

107.13

53.57

56.92/7.54%

EUS5-S2

102.45

51.23

EUS5-S3

109.79

54.90

EUS5-S4

122.21

61.11

EUS5-S5

114.19

57.11

EUS5-S6

127.27

63.64