搜索
您的当前位置:首页正文

竖曲线高程计算公式

2020-02-29 来源:汇智旅游网
竖曲线设计高程计算

桥中心桩号1403214032

中心设计高程42.09642.09642.09642.09642.09642.096

交角707070707070

竖曲线半径切线长变坡点桩号变坡点高程400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89400002043005012.89

4.47324321000062.465761.994104.713

400001201620010.9400001201620010.9400001201620010.9200002043005012.89200002043005012.89200002043005012.89200002043005012.89200002043005012.89斜度

202020202020

i11.200%1.200%1.200%1.200%1.200%1.200%1.200%1.200%1.200%1.200%0.350%0.300%0.300%0.300%1.200%1.200%1.200%1.200%1.200%

i2-0.840%-0.840%-0.840%-0.840%-0.840%-0.840%-0.840%-0.840%-0.840%-0.840%0.899%-0.300%-0.300%-0.300%-0.840%-0.840%-0.840%-0.840%-0.840%

所求桩号

所求高程-347.710-347.710-179.710

14000.000

R4000B12.25α70

820

16245.63916245.639

105.23510.69410.694

因篇幅问题不能全部显示,请点此查看更多更全内容

Top