CALCULO DE COORDENADAS POLIGONAL ANGULOS EXTERNOS

PTOAngulos

CAzimut

GG MM SS GG MM SSA ------ ------ ------

50.56 50 33 45B 255 23 57 255.40 -2

125.9611111 125.9611111 125 57 40C 321 0 53 321.01 -2

266.9752778 266.9752778 266 58 31D 105 57 27 105.96 -2

192.9322222 192.9322222 192 55 56E 304 49 40 304.83 -2

317.7594444 317.7594444 317 45 34A 272 48 15 272.80 -4

∑ Angulos 1260 0 12 1260.00 -12 410.5625 50.5625 50 33 45∑ Teorica 1260 0 0 1260

Error Angular 0 0 12 0.00C. Angular 0 0 2.4 0.0007

ANGULOS DECIMAL

Distancia X Y ∆X ∆Y Este Norte

293115.57 8082525.418378.157 292.057 240.219 -0.010 -0.005

293407.618 8082765.632412.991 334.281 -242.523 -0.011 -0.005

293741.888 8082523.104332.789 -332.325 -17.560 -0.009 -0.004

293409.554 8082505.539248.837 -55.689 -242.525 -0.006 -0.003

293353.858 8082263.011354.453 -238.279 262.412 -0.009 -0.005

Perimetro 293115.570 8082525.4181727.227 0.045 0.022 -0.045 -0.022

Cierre Lineal= 0.050 AREA (ha)= 11.76534500Error Relativo= 1/

E' N' ∑1 ∑2

0 262.4072970 76635.4191

292.047592 502.62146475959.538 314800.996

626.31825 260.093013151900.053 76463.2355

293.984197 242.5285440 57791.7435

238.28842 062528.6202 0

0 262.407297290388.211 525691.394

293115.570 8082263.01

CALCULO DE COORDENADAS

PTOAngulos Correcion Azimut

Grados Minutos Segundos Seg. Grados MinutosA ------- ------- -------

307 32B 296 14 30 296.242 -12

63 46C 134 35 0 134.583 -12

18 21D 319 26 40 319.444 -12

157 47E 255 48 20 255.806 -12

233 35A 253 55 20 253.922 -12

Suma Angulos 1259 59 50 1259.997 -60 307 30S. Terorica 1260 0 0 1260

Error Angular -1 59 -50 -0.003orreccion Angular -1 59 58.0 -0.001

Angulos Decimal

CALCULO DE COORDENADASAzimut

Distancia X Y EsteSegundos

291695.006 307.535 58.870 -46.683 35.866 -13.675 -10.083

291634.6424 63.773 74.500 66.830 32.923 -17.305 -12.760

291684.1712 18.353 96.100 30.260 91.212 -22.322 -16.459

291692.1140 157.794 101.980 38.541 -94.417 -23.688 -17.466

291706.9648 233.597 11.530 -9.280 -6.843 -2.678 -1.975

291695.00

56 307.516 342.980 79.669 58.742 -79.669 -58.742

Cierre Lineal= 98.983 Area(m2)=4

Azimut Decimal

Error Relativo= 1/

∆𝑋 ∆𝑌

CALCULO DE COORDENADAS

Norte

8096875.002.3618E+12 2.3613E+12

8096900.782.3613E+12 2.3617E+12

8096920.952.3618E+12 2.3618E+12

8096995.702.3618E+12 2.3619E+12

8096883.822.3619E+12 2.3618E+12

8096875.00

1.1809E+13 1.1809E+13

2568.635

Ʃ1 Ʃ2

293115.57 8082525.42 293115.57,8082525.418293407.618 8082765.63 293407.617591749,8082765.63216723293741.888 8082523.1 293741.888250378,8082523.10371589293409.554 8082505.54 293409.554197005,8082505.53924704293353.858 8082263.01 293353.85842004,8082263.01070313

293115.57 8082525.42 293115.57,8082525.418