Official Journal of the Japan Wood Research Society
Load case | Factor \( K_{\text{D}} \) when \( \beta = 2.8 \) in the reliability analysis | |
---|---|---|
Five-layer | Three-layer | |
Thirty-year snow load in Quebec City | 0.428 | 0.422 |
Thirty-year snow load in Ottawa | 0.434 | 0.448 |
Thirty-year snow load in Saskatoon | 0.460 | 0.464 |
Thirty-year snow load in Halifax | 0.466 | 0.462 |
Thirty-year snow load in Vancouver | 0.617 | 0.566 |
Thirty-year dead load only | 0.371 | 0.445 |