Skip to main content
Journal of Wood Science

Official Journal of the Japan Wood Research Society

Table 6 Design lateral capacity table for CLT walls (connected to floor)

From: Performance evaluation of multi-storey cross-laminated timber structures under different earthquake hazard levels

Length of CLT shear wall

1475 mm

2950 mm

4425 mm

5900 mm

Number of angle brackets

1

2

2

4

3

6

4

8

Single-panel wall

7.90 kN

8.55 kN

20.46 kN

26.28 kN

    

Double-panel wall with spline joint @ 150 mm

   

26.05 kN

22.67 kN

39.68 kN

33.19 kN

54.99 kN

Double-panel wall with spline joint @ 300 mm

   

25.11 kN

22.35 kN

38.82 kN

33.04 kN

46.64 kN

Three-panel wall with spline joint @ 150 mm

    

19.80 kN

   

Three-panel wall with spline joint @ 300 mm

    

19.76 kN

   
  1. CLT cross-laminated timber
Back to article page