Excel_中边桩坐标计算程序(原件勿改)VIP专享

N（X） E（Y）距离右夹角N（X） E（Y）距离右夹角N（X） E（Y）K48+580.3046919.844450373.316210°28′04.4″ZH K48+590.6663046910.651450367.908210°28′04.4″K48+600.3046902.618450363.154210°54′26.2″K48+610.3046894.096450357.923212°21′11.4″K48+620.3046885.757450352.404214°48′28.0″K48+630.3046877.715450346.463218°16′16.0″HY K48+630.6663046877.193450346.049218°32′15.8″K48+640.3046870.089450339.998222°18′13.6″K48+650.3046862.936450333.013226°20′19.3″K48+660.3046856.292450325.542230°22′25.0″QZ K48+665.013046853.166450321.627232°23′42.7″K48+670.3046850.191450317.621234°24′30.7″K48+680.3046844.662450309.291238°26′36.4″K48+690.3046839.733450300.593242°28′42.1″YH K48+699.3543046835.687450292.161246°15′09.6″K48+700.3046835.428450291.569246°30′40.2″K48+710.3046831.735450282.278249°58′35.6″K48+720.3046828.528450272.807252°25′59.7″K48+730.3046825.644450263.232253°52′52.3″HZ K48+739.3543046823.094450254.232254°19′21.0″ZH K48+739.3553046823.093450254.232254°19′21.0″K48+740.3046822.919450253.610254°19′13.1″K48+750.3046820.181450243.993253°43′28.7″中线坐标桩 号切线方位角左 边 桩 坐 标右 边 桩 坐 标中线坐标桩 号切线方位角左 边 桩 坐 标右 边 桩 坐 标K48+760.3046817.255450234.430252°04′25.6″K48+770.3046813.969450224.987249°22′03.9″K48+780.3046810.155450215.745245°36′23.7″K48+790.3046805.661450206.816240°47′24.8″HY K48+799.3553046800.721450198.874235°19′45.9″K48+800.3046800.352450198.344234°55′15.2″K48+810.3046794.165450190.495228°35′23.5″K48+820.3046787.150450183.375222°15′31.8″K48+830.3046779.393450177.072215°55′40.1″K48+840.3046770.988450171.663209°35′48.4″K48+850.3046762.038450167.214203°15′56.7″QZ K48+856.7053046755.785450164.796199°01′13.8″K48+860.3046752.652450163.780196°56′05.0″K48+870.3046742.944450161.401190°36′13.3″K48+880.3046733.033450160.107184°16′21.6″K48+890.3046723.040450159.914177°56′29.9″K48+900.3046713.087450160.824171°36′38.3″...