CALCULO DE LAS COORDENADAS PARCIALES

LADO LONGITUD AZIMUTCOORDENADAS PARCIALES

X YAB 53.238 75° 33' 20'' 51.555 13.280BC 49.536 74° 05' 40'' 47.688 13.589CD 53.447 344° 13' 00'' -14.538 56.432DE 48.913 343° 56' 40'' -13.528 47.005EF 53.271 254° 11' 40'' -51.257 -14.510FG 48.61 253° 45' 00'' -46.668 -13.602GH 52.105 164° 39' 40'' 13.783 -50.249HA 42.682 164° 29' 40'' 13.014 -46.910

TOTALES 407.852 0.049 0.035

E x=0.049 E y = 0.035

ET=√E x2+E y2

ET = 0.060

ER=1

P erimetroET

ER=1

407 .8520,060

= 167 97

CORRECCION DE LAS COORDENADAS PARCIALES

ex=( ExP )Lado e y=(E yP )Lado

C x=( −0.049407.852 )Lado

C y=( −0.035407.852 )Lado

LADO LONGITUD Cx Cy

COORDENADAS PARCIALES COMPENSADAS

X YAB 53.238 -0.006 -0.005 51.549 13.275BC 49.536 -0.006 -0.004 47.682 13.585CD 53.447 -0.006 -0.005 -14.544 56.427DE 48.913 -0.006 -0.004 -13.534 47.001EF 53.271 -0.006 -0.005 -51.263 -14.515FG 48.61 -0.006 -0.004 -46.674 -13.606GH 52.105 -0.006 -0.004 13.777 -50.253HA 42.682 -0.005 -0.004 13.009 -46.914

CUADRO DE COORDENADAS ABSOLUTAS

VERTICE X YC 1002.419 1001.877D 987.875 1058.304E 974.341 1105.305F 923.077 1090.791G 876.403 1077.184H 890.180 1026.931A 903.189 980.017B 954.738 993.293

CROQUIS DEL TERRENO Y LA POLIGONAL