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