组合桥面板切应力分布规律及横向剪力钉布置
张连振,宋谋,李玉生,樊文胜,吴红林

Distribution law of shear stress of composite bridge deck and arrangement of transverse shear stud
Lianzhen ZHANG,Mou SONG,Yusheng LI,Wensheng FAN,Honglin WU
表 7 竖向剪力的计算结果
Tab.7 Calculation result of vertical shear force
截面组成部分Vy/kN
混凝土板3.793
钢顶板0.146
钢腹板115.519
钢底板0.350