坐标求距角

工程名称:

基点坐标Ｘ0 基点坐标Ｙ0 所求点坐标Ｘ 所求点坐标Ｙ 基准点C

-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-43.308-72.06984.314-80.4-72.069-68.418-10.618-10.618-68.418-83.48-33.08-33.08-83.48-86.032-62.232-62.232-86.032-84.849-69.323-63.25-78.776-85.14-75.161-80.601-90.57382.149-42-43.30882.14970.2670.26156.36156.36122.5222.5211.6211.61-17.287-17.287-28.187-28.18757.69.41761.47949.60253.00452.363-32.36-31.721点号方向点A方向点B方向点C方向点D12345671011121314151617181920日期:

与基点距离125.7501.9630.000125.750114.224133.422121.809100.41665.881.21472.660.99126.57331.87623.82516.052100.936113.292106.22192.92996.41795.82810.94815.259度分秒273.36359.3245#VALUE!273.36276.0840301.3928305.0529276.5936267.3159305.5060310.5325267.0238258.1805305.1657320.3619250.2316267.34275.4406279.2529271.0906267.1938273.18270.1330229.2423-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.4-80.40.0000.000#VALUE!#VALUE!(备注：先照准方向点，角度归零,设为反旋，旋转方向点之角度，找到正东，角度归零，再改为正旋，按各点角度施测)