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KRIS LEYVA DIAZ 5-C-NOCHE CALCULO DE PO ESTACION Ca ˂CORREGIDO AZIMUT 1 265° 28' 35'' 1'' 265 28 36 252 55 23 2 236° 32' 2'' 1'' 236 32 3 309 27 26 3 188° 34' 35'' 1'' 188 34 36 318 2 2 4 173° 26' 58'' 1'' 173 26 59 311 29 1 5 166° 29' 11'' 1'' 166 29 12 297 58 13 6 275° 10' 3'' 1'' 275 10 4 33 8 17 7 264° 55' 6'' 1'' 264 55 7 118 3 24 8 192° 23' 42'' 1'' 192 23 43 130 27 7 9 149° 23' 27'' 1'' 149 23 28 99 50 35 10 247° 36' 11'' 1'' 247 36 12 167 26 47 2159° 59' 50'' 12´´ 720 0 0 COORDENADAS ESTACION NORTE ESTE NN EE 2A 1 300.00 100.00 2 271.28 21.79 6535.76 27128.39 -20592.63 3 320.17 -37.75 -10240.15 6975.18 -17215.33 4 361.04 -73.86 -23648.56 -13627.99 -10020.58 5 399.27 -117.00 -42240.02 -29490.80 -12749.22 6 419.17 -155.80 -62204.62 -49041.56 -13163.07 7 445.85 -135.93 -56977.13 -69463.08 12485.95 8 404.96 -61.46 -27402.54 -55045.86 27643.32 9 366.98 -16.92 -6851.89 -22555.08 15703.20 10 345.50 88.16 32354.58 -5845.87 38200.45 300.00 100.00 34550.33 26449.04 8101.28 SUMA 14196.69 M2 ˂MEDIDO

EXAMENRESUELTOTOPOGRAFIA

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Page 1: EXAMENRESUELTOTOPOGRAFIA

KRIS LEYVA DIAZ 5-C-NOCHECALCULO DE POLIGONAL CERRADA

ESTACION Ca ˂CORREGIDO AZIMUT DIST.

1 265° 28' 35'' 1'' 265 28 36

252 55 23 86.05

2 236° 32' 2'' 1'' 236 32 3

309 27 26 82.1

3 188° 34' 35'' 1'' 188 34 36

318 2 2 58.09

4 173° 26' 58'' 1'' 173 26 59

311 29 1 61.43

5 166° 29' 11'' 1'' 166 29 12

297 58 13 46.4

6 275° 10' 3'' 1'' 275 10 4

33 8 17 33.47

7 264° 55' 6'' 1'' 264 55 7

118 3 24 80.12

8 192° 23' 42'' 1'' 192 23 43

130 27 7 55.13

9 149° 23' 27'' 1'' 149 23 28

99 50 35 101.8

10 247° 36' 11'' 1'' 247 36 12

167 26 47 44.78

∑ 2159° 59' 50'' 12´´ 720 0 0 649.37

COORDENADAS

ESTACIONNORTE ESTE NN EE 2A

1 300.00 100.002 271.28 21.79 6535.76 27128.39 -20592.63

3 320.17 -37.75 -10240.15 6975.18 -17215.33

4 361.04 -73.86 -23648.56 -13627.99 -10020.58

5 399.27 -117.00 -42240.02 -29490.80 -12749.22

6 419.17 -155.80 -62204.62 -49041.56 -13163.07

7 445.85 -135.93 -56977.13 -69463.08 12485.95

8 404.96 -61.46 -27402.54 -55045.86 27643.32

9 366.98 -16.92 -6851.89 -22555.08 15703.20

10 345.50 88.16 32354.58 -5845.87 38200.45

300.00 100.00 34550.33 26449.04 8101.28

SUMA 14196.69 M2

ESTACION DIST.

1-2 86.05

˂MEDIDO

2

3

4

56

7

8

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Page 2: EXAMENRESUELTOTOPOGRAFIA

2-3 82.1

3-4 58.09

4-5 61.43

5-6 46.4

6-7 33.47

7-8 80.12

8-9 55.13

9-10 101.8

10-1 44.78

∑ 649.37

2

3

4

56

7

8

910

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Page 3: EXAMENRESUELTOTOPOGRAFIA

CALCULO DE POLIGONAL CERRADA

PROYECCIONES

∆N ∆E CORRECCIONES COORDENADAS

D*COSα D*SENα CpN CpE ∆N ∆E NORTE ESTE

300 100

-25.269072535 -82.25616374 -3.447056 4.0420334 -28.71613 -78.21413

271.28387126 21.785869697

52.174709114 -63.38935028 -3.288824 3.8564898 48.885885 -59.53286

320.16975627 -37.746990807

43.192265783 -38.844256674 -2.327013 2.7286662 40.865252 -36.11559

361.03500875 -73.862581328

40.691587665 -46.019991235 -2.46081 2.8855562 38.230778 -43.13443

399.26578685 -116.99701633

21.762225008 -40.98006299 -1.858726 2.1795509 19.903499 -38.80051

419.16928545 -155.79752846

28.026299088 18.29665159 -1.340767 1.572189 26.685532 19.868841

445.85481788 -135.92868792

-37.684008213 70.704525492 -3.209508 3.7634831 -40.89352 74.468009

404.9613019 -61.460679347

-35.768897861 41.951196 -2.208439 2.5896258 -37.97734 44.540822

366.98396466 -16.919857508

-17.402704589 100.30147493 -4.077982 4.7818594 -21.48069 105.08333

345.50327842 88.163476851

-43.709447195 9.7330686772 -1.793831 2.1034545 -45.50328 11.836523

26.012956266 -30.502908231 -26.01296 30.502908 0 0 300 100

ESTE NORTE

100.00 300.00

21.79 271.28

-37.75 320.17

-73.86 361.04-117.00 399.27-155.80 419.17-135.93 445.85

-61.46 404.96-16.92 366.9888.16 345.50

100.00 300.00

PROYECCIONES CORREGIDAS

2

3

4

56

7

8

910

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3

4

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7

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MEDIDO CA NUEVO MEDIDO

1 265 28 35 265.476389 1 265.476667 265 28 362 236 32 2 236.533889 1 236.534167 236 32 33 188 34 35 188.576389 1 188.576667 188 34 364 173 26 58 173.449444 1 173.449722 173 26 595 166 29 11 166.486389 1 166.486667 166 29 126 275 10 3 275.1675 1 275.167778 275 10 47 264 55 6 264.918333 1 264.918611 264 55 78 192 23 42 192.395 1 192.395278 192 23 439 149 23 27 149.390833 1 149.391111 149 23 28

10 247 36 11 247.603056 1 247.603333 247 36 12265 28 35 265.476389 1 265.476667 265 28 36

SUMA 2159 59 50 2159.99722 SUMA 2160 2160 0 02160 0 0 2160

Ea 0 0 10 0.00277778Ca 10 1Nro.ve 10

˂CORREGIDO AZIMUT CAULCULO INTERNO

1 265 28 36252 55 23 252.923056

2 236 32 3309 27 26 489.457222

3 188 34 36318 2 2 498.033889

4 173 26 59311 29 1 491.483611

5 166 29 12297 58 13 477.970278

6 275 10 433 8 17 573.138056

7 264 55 7118 3 24 298.056667

8 192 23 43130 27 7 310.451944

9 149 23 2899 50 35 279.843056

10 247 36 12167 26 47 347.446389

1 265 28 36Control 252 55 23 432.923056

ESTACION

2

3

4

56

7

8

910

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Page 6: EXAMENRESUELTOTOPOGRAFIA

2

3

4

56

7

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910

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Page 7: EXAMENRESUELTOTOPOGRAFIA

CAULCULO INTERNO

309.457222

318.033889

311.483611

297.970278

33.1380556

118.056667

130.451944

99.8430556

167.446389

252.923056