Analyze the adjusted coordinates for each of the land survey stations given in Table 1. The...

  

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Analyze the adjusted coordinates for each of the land survey stations given in Table 1. The measured horizontal distance between the stations are as given in Table 1. In addition, the adjusted coordinate for station A is known to be (540 m N, 620 m E). Use accuracy of three decimal places for all distance readings. Table 1. The stadia tacheometry booking of the various land survey stations STATIONS STESEN A B C D E B C D E A 48° 105° 222° 248° 316 CORRECTED BEARINGS BERING TERLARAS 29' 58' 13' 2¹ 25' 17" 19" 44" 17" 32" MEASURED HORIZONTAL DISTANCE (m) JARAK MENDATAR TERUKUR (m) 95.011 85.836 63.171 81.224 51.421 Analyze the adjusted coordinates for each of the land survey stations given in Table 1. The measured horizontal distance between the stations are as given in Table 1. In addition, the adjusted coordinate for station A is known to be (540 m N, 620 m E). Use accuracy of three decimal places for all distance readings. Table 1. The stadia tacheometry booking of the various land survey stations STATIONS STESEN A B C D E B C D E A 48° 105° 222° 248° 316 CORRECTED BEARINGS BERING TERLARAS 29' 58' 13' 2¹ 25' 17" 19" 44" 17" 32" MEASURED HORIZONTAL DISTANCE (m) JARAK MENDATAR TERUKUR (m) 95.011 85.836 63.171 81.224 51.421

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STATION A Answer calculate the each line whet B SUM D B E Total Total D STATION A E L Length o The c... View the full answer