当前位置:文档之家› 现浇梁设计中桩高程计算

现浇梁设计中桩高程计算

现浇梁设计中桩高程计算
现浇梁设计中桩高程计算

k32+302.7分离立交

里程X Y切点高程设计高程k32+26032260110.220.433914.341213.9073 k32+26532265115.220.474114.403313.9292 k32+27032270120.220.516214.465413.9492 k32+27532275125.220.560014.527513.9675 k32+28032280130.220.605614.589613.9840 k32+28532285135.220.653014.651713.9987 k32+29032290140.220.702214.713814.0116 k32+29532295145.220.753214.775914.0227 k32+30032300150.220.805914.83814.0321 k32+30532305145.220.753214.792814.0396 k32+31032310140.220.702214.747614.0454 k32+31532315135.220.653014.702414.0494 k32+32032320130.220.605614.657214.0516 k32+32532325125.220.560014.61214.0520 k32+33032330120.220.516214.566814.0506 k32+33532335115.220.474114.521614.0475 k32+34032340110.220.433914.476414.0425 k32+34532345105.220.395414.431214.0358

i: 1.242-0.904 32149.78变坡角: 2.146 32450.22曲线长:300.44

切线长:150.22

相关主题
文本预览
相关文档 最新文档