道路工程计算表格直线 曲线及转角标准计算表.xls

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曲线要素值曲线交交点坐标转角点交点桩号缓和曲缓和曲切线长度切线长度第一缓和号半径线长度线长度△Rq曲线长度外距校正值T!T2曲线起点xy度°分′秒″弧度L1L212345678910111213141516171819起点03893278.707380915.6950.001175.753893447.717380867.4952130160.3753300.0070.0070.000.68022534.9841292.0821392.08213182.606.051.5783.6666123912206.28#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!3#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 曲线位置直线长度及方向第一缓和第二缓和曲线终点曲线起点第二缓和直线长度交点间距曲线中点计算方位角夹角(度)转角(度)或圆曲线或圆曲线曲线终点(m)(m)起点终点202122232425262728293083.66661175.7487-0.27782344.0824153.6666174.9651196.2636266.263621.50468右21.50468#DIV/0!39120320.0975125.587051#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!