道路工程计算表格竖曲线计算表.xls

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曲线起点或i1i2坡点高程坡点桩号终点桩号R点桩号点高程-2.50.23396.2055720057308.9800057293.2696.438-2.50.23396.2055720057308.9800057239.2696.600-2.50.23396.2055720057308.9800057281.2696.442-2.50.23396.2055720057308.9800057231.4696.653-2.50.23396.2055720057308.98000-2.50.23396.2055720057308.98000-2.50.23396.2055720057308.98000Ii2坡点高程坡点桩号点桩号点高程0.23396.2055720057332.58296.5140.23396.2055720057344.58296.5420.23396.2055720057391.58296.6510.23396.2055720057348.08296.550 竖曲线长坡点设计坡点桩坡长曲线起曲线终曲线点i1i2ωR切线T度L外距E坡点高程高程号L点桩号点桩号桩号点高程点桩号点高程3.5-3.50.073000105.00210.001.83841120.8771119.03864005052955729303.5-0.035300052.50105.000.45941110.7271111.1864110162.557.55723911110.77703.5-0.035250043.7587.500.38291110.7771111.16043.75087.5043.751111.1603.5-3.50.073000105.00210.001.83841119.8771118.039303.75260198.75408.754001116.495-3.50-0.035250043.7587.500.38291110.7771111.160563.75260520607.51102.6625501111.25821112.11003.5-0.035250043.7587.500.38291112.1101112.49343.75087.50303.751130.563198.751117.5353.5-3.50.073000105.00210.001.83841121.2101119.372303.75260198.75408.752501118.891-3.50-0.035250043.7587.500.38291112.1101112.493563.75260520607.5408.751117.5355501112.591