竖曲线高程计算公式

竖曲线设计高程计算

桥中心桩号中心设计高程交角斜度竖曲线半径切线长变坡点桩号变坡点高程i1i2所求桩号所求高程1403242.0967020400002043005012.89 1.200%-0.840%-347.710 1403242.0967020400002043005012.89 1.200%-0.840%-347.710

42.0967020400002043005012.89 1.200%-0.840%14000.000

42.0967020400002043005012.89 1.200%-0.840%

42.0967020400002043005012.89 1.200%-0.840%

42.0967020400002043005012.89 1.200%-0.840%

400002043005012.89 1.200%-0.840%

400002043005012.89 1.200%-0.840%

400002043005012.89 1.200%-0.840% R Bα400002043005012.89 1.200%-0.840%

400012.2570 4.4732432400002043005012.89 1.200%-0.840%30064.89412.318

400001201620010.90.300%-0.300%16245.63910.694

400001201620010.90.300%-0.300%16245.63910.694

400001201620010.90.300%-0.300%

200002043005012.89 1.200%-0.840%

200002043005012.89 1.200%-0.840%

200002043005012.89 1.200%-0.840%

200002043005012.89 1.200%-0.840%

200002043005012.89 1.200%-0.840%