Poligonal Ejemplo

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    CALCULO DE COORDENADAS

    POLIGONAL CERRADA

    Proyecto: Examen A N de Est. : 13 Long de Poligonal 896.03

    Zona Trab: Clase Cierre Angula 10 25 52.70 Cierre Lineal 26.267 AREA

    Levantado: Correc por Est 0 48 8.67 Error Relativo 1 / 34.113 m.2 Has.

    Calculado: MLG 445782856 44578.29

    Fecha: 00/6

    Az. 126 20' 0.0 ''

    V.At. Est. V.Ad. Ang. Hz. Observ. ANG. HZ CORR AZIMUT D.H. N E C. N . E ESTE NORTE Pto.

    NM A B 126 19 60.00 30000.00 30000.00 A

    A B C 171 53' 51.7'' 171 5 43.03 117 25 43.03 51.06 -30.252 41.133 -0.868 -1.220 30039.914 29968.880 B

    B C D 268 53' 45.5'' 268 5 36.83 205 31 19.86 63.50 -29.251 56.362 -1.079 -1.517 30094.758 29938.550 CC D E 178 7' 43.0' ' 177 19 34.33 202 50 54.19 67.50 -60.913 -29.083 -1.147 -1.612 30064.063 29876.490 D

    D E F 175 27' 9.5 '' 174 39 0.83 197 29 55.02 48.60 -44.787 -18.871 -0.826 -1.161 30044.031 29830.877 E

    E F G 267 22' 18.0'' 266 34 9.33 284 4 4.35 81.00 -77.252 -24.355 -1.377 -1.935 30017.741 29752.249 F

    F G H 187 0' 7.0'' 186 11 58.33 290 16 2.68 102.40 24.890 -99.329 -1.740 -2.446 29915.966 29775.399 G

    G H I 194 24' 2.0 '' 193 35 53.33 303 51 56.02 71.30 24.698 -66.886 -1.212 -1.703 29847.378 29798.886 H

    H I J 201 5' 11.0' ' 200 17 2.33 324 8 58.35 20.94 11.669 -17.387 -0.356 -0.500 29829.490 29810.199 I

    I J K 213 19' 47.5'' 212 31 38.83 356 40 37.18 49.40 40.041 -28.932 -0.840 -1.180 29799.378 29849.400 J

    J K L 163 58' 12.5'' 163 10 3.83 339 50 41.01 15.70 15.674 -0.910 -0.267 -0.375 29798.093 29864.807 K

    K L M 273 51' 23.0'' 273 3 14.33 72 53 55.34 78.45 73.646 -27.031 -1.333 -1.874 29769.188 29937.120 L

    L M A 185 37' 46.0'' 184 49 37.33 77 43 32.67 180.78 53.161 172.787 -3.072 -4.318 29937.657 29987.208 M

    M A B 229 24' 36.0'' 228 36 27.33 126 20 0.00 65.40 13.903 63.905 -1.111 -1.562 30000.00 30000.00 A

    2710 25 52.70 2700 0 0.00 896.03 15.228 21.402 -15.228 -21.402

    M

    B

    A30000

    30050

    POLIGONAL CERRADA

    int ext

    Area de Topografa Ing. M. Lajo G.

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    L

    K

    J

    I

    H

    GF

    E

    C

    D

    29700

    29750

    29800

    29850

    29900

    29750 29800 29850 29900 29950 30000 30050 30100 30150

    COORD

    NORTE

    COORD ESTE

    Area de Topografa Ing. M. Lajo G.

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    CALCULO DE COORDENADAS

    POLIGONAL CERRADA

    Proyecto: Exam B N de Est. : 13 Long de Poligonal 896.03

    Zona Trab: Clase Cierre Angula 10 25 52.70 Cierre Lineal 26.250 AREA

    Levantado: Correc por Est 0 48 8.67 Error Relativo 1 / 34.134 m.2 Has.

    Calculado: MLG 202988102 20298.81

    Fecha: 00/6

    Az. 326 20' 0.0''

    V.At. Est. V.Ad. Ang. Hz. Observ. ANG. HZ CORR AZIMUT D.H. N E C. N . E ESTE NORTE Pto.

    NM A B 326 19 60.00 20000.00 20000.00 A

    A B C 171 54' 51.7'' 171 6 43.03 317 26 43.03 51.06 42.496 -28.306 0.398 1.442 19973.136 20042.894 B

    B C D 268 52' 45.5'' 268 4 36.83 45 31 19.86 63.50 46.776 -42.945 0.494 1.793 19931.985 20090.164 CC D E 178 7' 43.0'' 177 19 34.33 42 50 54.19 67.50 47.293 48.163 0.526 1.906 19982.054 20137.983 D

    D E F 175 27' 9.5'' 174 39 0.83 37 29 55.02 48.60 35.631 33.051 0.378 1.373 20016.478 20173.992 E

    E F G 267 22' 18.0'' 266 34 9.33 124 4 4.35 81.00 64.263 49.308 0.631 2.288 20068.074 20238.886 F

    F G H 187 0' 7.0'' 186 11 58.33 130 16 2.68 102.40 -57.362 84.826 0.797 2.892 20155.791 20182.321 G

    G H I 194 24' 2.0'' 193 35 53.33 143 51 56.02 71.30 -46.085 54.404 0.555 2.014 20212.209 20136.791 H

    H I J 201 5' 11.0'' 200 17 2.33 164 8 58.35 20.94 -16.912 12.348 0.163 0.591 20225.149 20120.042 I

    I J K 213 19' 47.5'' 212 31 38.83 196 40 37.18 49.40 -47.522 13.493 0.385 1.395 20240.036 20072.905 J

    J K L 163 58' 12.5'' 163 10 3.83 179 50 41.01 15.70 -15.040 -4.506 0.122 0.443 20235.974 20057.988 K

    K L M 273 51' 23.0'' 273 3 14.33 272 53 55.34 78.45 -78.450 0.213 0.611 2.216 20238.402 19980.149 L

    L M A 185 37' 46.0'' 184 49 37.33 277 43 32.67 180.78 9.142 -180.549 1.408 5.106 20062.959 19990.699 M

    M A B 229 24' 36.0'' 228 36 27.33 326 20 0.00 65.40 8.792 -64.806 0.509 1.847 20000.00 20000.00 A

    2710 25 52.70 2700 0 0.00 896.03 -6.977 -25.306 6.977 25.306

    POLIGONAL CERRADA

    int ext

    Area de Topografa Ing. M. Lajo G.

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    M

    L

    K

    J

    I

    H

    GF

    E

    C

    D

    B

    A

    29700

    29750

    29800

    29850

    29900

    29950

    30000

    30050

    29750 29800 29850 29900 29950 30000 30050 30100 30150

    COORD

    NORTE

    COORD ESTE

    Area de Topografa Ing. M. Lajo G.