线元法任意线型坐标计算
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边桩
N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
坐标计算表
中桩
方位角 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 偏距 (m) -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 夹角 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
坐标计算表
中桩
方位角 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 偏距 (m) -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 夹角 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
备注
公司: 项目:
计算里程 (m)
K208+700.000 K208+720.000 K208+740.000 K208+760.000 K208+780.000 K208+800.000 K208+820.000 K208+840.000 K208+860.000 K208+880.000 K208+900.000 K208+920.000 K208+940.000 K208+960.000 K208+980.000 K209+000.000 K209+020.000 K209+040.000 K209+060.000 K209+080.000 K209+100.000 K209+120.000 N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
备注
公司: 项目:
计算里程 (m)
K209+580.000 K209+600.000 K209+620.000 K209+640.000 K209+660.000 K209+680.000 K209+700.000 K209+720.000 K209+740.000 K209+760.000 K209+780.000 K209+800.000 K209+820.000 K209+840.000 K209+860.000 K209+880.000 K209+900.000 K209+920.000 K209+940.000 K209+960.000 K209+980.000 K210+000.000 N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
坐标计算表
中桩
方位角 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 偏距 (m) -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 夹角 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90
备注
公司: 项目:
计算里程 (m)
K209+140.000 K209+160.000 K209+180.000 K209+200.000 K209+220.000 K209+240.000 K209+260.000 K209+280.000 K209+300.000 K209+320.000 K209+340.000 K209+360.000 K209+380.000 K209+400.000 K209+420.000 K209+440.000 K209+460.000 K209+480.000 K209+500.000 K209+520.000 K209+540.000 K209+560.000 N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
边桩
N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
边桩
N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
公司: 项目:
计算里程 (m)
K208+260.000 K208+280.000 K208+300.000 K208+320.000 K208+340.000 K208+360.000 K208+380.000 K208+400.000 K208+420.000 K208+440.000 K208+460.000 K208+480.000 K208+500.000 K208+520.000 K208+540.000 K208+560.000 K208+580.000 K208+600.000 K208+620.000 K208+640.000 K208+660.000 K208+680.000 N (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? E (m) #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME?
坐标计算表
wk.baidu.com中桩
方位角 #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? #NAME? 偏距 (m) -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 -12.25 夹角 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90