Official Journal of the Japan Wood Research Society
Table 3 Analysis of load-bearing capacity of columns
From: A static analysis of two-shaft columns spaced by gussets
λ ef = 100 | |||||
|---|---|---|---|---|---|
1 | 2 | 3 | 4 | 5 | |
λ ef | 100 | 99.08 | 110.76 | 103.37 | 107.01 |
k c | 0.290 | 0.295 | 0.240 | 0.273 | 0.256 |
n | 1.0 | 0.984 | 1.207 | 1.062 | 1.132 |
(n − 1)⋅100% | 0% | −1.6% | 20.7% | 6.2% | 13.2% |