外露式钢柱脚节点的抗剪性能
丁磊,童根树,张磊
Shear behavior of exposed steel column base joint
Lei DING,Gen-shu TONG,Lei ZHANG
表 7
极限承载力系数随锚栓倾斜角的变化
Tab.7
Change of ultimate bearing capacity coefficient with inclination angle of anchor bolt
$\alpha $
/(°)
$\eta $
$\alpha $
/(°)
$\eta $
$\alpha $
/(°)
$\eta $
5
0.63
20
0.71
35
0.78
10
0.66
25
0.73
40
0.80
15
0.68
30
0.76
45
0.82