Official Journal of the Japan Wood Research Society
Table 2 Analysis of load-bearing capacity of columns
From: A static analysis of two-shaft columns spaced by gussets
λ ef = 50 | |||||
|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 | |
λ ef | 50 | 52.07 | 72.75 | 60.63 | 67.50 |
k c | 0.781 | 0.756 | 0.500 | 0.647 | 0.560 |
n | 1.0 | 1.033 | 1.560 | 1.208 | 1.394 |
(n − 1)⋅100% | 0% | 3.3% | 56% | 20.8% | 39.4% |