直线 曲线及转角标准计算表

交点号交点桩号交点坐标转角曲线要素值曲线位置直线长度及方向半径缓和曲线长度L1缓和曲线长度L2△Rq切线长度T!切线长度T2曲线长度外距校正值第一缓和曲线起点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第二缓和曲线终点直线长度(m)交点间距(m)计算方位角夹角(度)转角(度)xy度°分′秒″弧度123456789101112131415161718192021222324252627282930起点03893278.707380915.6950.0083.6666143306175.7487413898-0.2778150834344.08236823621175.753893447.717380867.4952130160.3753300.0070.0070.000.680224729934.984120370492.082127059292.0821270592182.606.051.5783.6666143306153.6666143306174.9651182357196.2636221409266.263622140921.5046824453右21.5046824453#DIV/0!3912032.102853970.09751242995.587050681523912206.28#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!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!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!0#DIV/0!#DIV/0!