CALCULO DE COORDENADAS

PTOAngulos Correcion Azimut

Distancia X Y Este NorteGrados Minutos Segundos Seg. Grados Minutos Segundos

A ------- ------- ------- 292570.00 9095315.0030 35 44 30.596 239.728 122.015 206.353 0.104 0.003 2.661077E+12 2.662127E+12

B 236 7 28 236.124 2 292692.12 9095521.3686 43 14 86.721 222.287 221.923 12.716 0.096 0.003 2.662191E+12 2.664207E+12

C 240 52 0 240.867 2 292914.14 9095534.08147 35 16 147.588 232.625 124.689 -196.385 0.101 0.003 2.664153E+12 2.665346E+12

D 299 13 10 299.219 2 293038.93 9095337.69266 48 28 266.808 250.572 -250.183 -13.953 0.108 0.004 2.665284E+12 2.663013E+12

E 107 54 13 107.904 2 292788.85 9095323.74194 42 43 194.712 207.499 -52.696 -200.696 0.090 0.003 2.662951E+12 2.662531E+12

F 304 22 20 304.372 3 292736.25 9095123.05319 5 6 319.085 254.002 -166.356 191.945 0.110 0.004 2.662528E+12 2.66096E+12

A 251 30 35 251.510 3 292570.00 9095315.00Suma Angulos 1439 59 46 1439.996 14 30 35 44 30.596 1406.713 -0.608 -0.020 0.608 0.020 1.597818E+13 1.597818E+13

S. Terorica 1440 0 0 1440Error Angular 0 0 14 0.004 Cierre Lineal= 0.609 Area(ha)= 9.176

Correccion Angular 0 0 2.3 0.001 2300

Angulos Decimal

Azimut Decimal

Ʃ1 Ʃ2

Error Relativo= 1/

∆𝑋 ∆𝑌

PUNTO Este

A 292570.000B 292692.11913C 292914.13822D 293038.92741E 292788.85255F 292736.24591

Norte

9095315.0009095521.35699095534.07629095337.69449095323.74479095123.0516