Official Journal of the Japan Wood Research Society
Table 8 Shear wall selection for the 6-storey CLT building (Y-direction)
Length | 2950Â mm | 4425Â mm | ||||
|---|---|---|---|---|---|---|
Storey | Number of walls | Configuration | Capacity | Number of walls | Configuration | Capacity |
1 | 5 | Single-panel wall; 2 angle brackets; 2 hold downs; | 29.99 kN | 4 | Double-panel wall with spline joint@300Â mm; 6 angle brackets; 2 hold downs; | 52.76 kN |
2 | 5 | Single-panel wall; 4 angle brackets; 2 hold downs; | 26.28 kN | 4 | Double-panel wall with spline joint@150Â mm; 6 angle brackets; 2 hold downs; | 39.68 kN |
3 | 5 | Single-panel wall; 2 angle brackets; 2 hold downs; | 20.46 kN | 4 | Double-panel wall with spline joint@150Â mm; 6 angle brackets; 2 hold downs; | 39.68 kN |
4 | 5 | Single-panel wall; 2 angle brackets; 2 hold downs; | 20.46 kN | 4 | Double-panel wall with spline joint@300Â mm; 6 angle brackets; 2 hold downs; | 38.82 kN |
5 | 5 | Single-panel wall; 2 angle brackets; 2 hold downs; | 20.46 kN | 4 | Three-panel wall with spline joint@300Â mm; 3 angle brackets; 2 hold downs; | 19.76 kN |
6 | 2 | Single-panel wall; 2 angle brackets; 2 hold downs; | 20.46 kN | 4 | Three-panel wall with spline joint@300Â mm; 3 angle brackets; 2 hold downs; | 19.76 kN |