直线-曲线及转角标准计算表

xy度°分′秒″弧度12345678910111213141516171819#######DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!切线长度T2#DIV/0!#DIV/0!########△R交点号交点桩号交点坐标转角0.000.3753#DIV/0!曲线位置第一缓和曲线起点3893278.707380915.695曲线长度外距校正值半径缓和曲线长度L1缓和曲线长度L2切线长度T!1175.753893447.717380867.4952130起点016######70.0070.000.68022592.0821334.984121.5783.66661182.606.05#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!3#DIV/0!#DIV/0!23912206.28################曲线要素值q92.082132021222324252627282930#DIV/0!#DIV/0!#DIV/0!#DIV/0!转角(度)夹角(度)右21.504680#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!21.50468#DIV/0!#DIV/0!196.2636266.2636#DIV/0!#DIV/0!-0.277820.097512#DIV/0!#DIV/0!39120320#DIV/0!#DIV/0!曲线位置直线长度(m)交点间距(m)第一缓和曲线终点或圆曲线起点曲线中点第二缓和曲线起点或圆曲线终点直线长度及方向计算方位角第二缓和曲线终点153.6666174.9651#DIV/0!#DIV/0!#DIV/0!83.66661175.7487#DIV/0!344.08245.587051