Nota: Ingresar sólo los campos con letras en rojo

ESPECIALIDAD UNIVERSIADAD CONTINENTAL DE CIENCIAS E INGENIERIACURSO TOPOGRAFIA 2

LADO ESTACION ESTADIA ANGULO HORZONT. ANGULO VERTICAL ALTURAG M S G M S INSTRUMEN

AZCD NM-C-D 342 2 51 C B-C-D 30.00 197 38 10 91 25 30 1.512 D C-D-E 51.00 258 48 30 88 2 15 1.463 E D-E-F 23.00 88 44 0 90 31 55 1.524 F E-F-G 62.00 204 23 20 84 39 10 1.455 G F-G-H 33.50 20 1 20 100 27 30 1.376 H G-H-I 65.00 213 46 30 92 27 40 1.477 I H-I-C 49.00 193 25 10 92 10 10 1.4558 J I-J-D 84.00 276 6 55 81 53 55 1.349 K J-K-L 90.00 9 14 10 98 30 10 1.38

10 L K-L-M 52.00 150 40 0 84 58 10 1.3811 M L-M-N 26.00 198 46 0 77 7 10 1.4412 N M-N-A 37.00 175 32 20 85 8 30 1.4213 A N-A-B 66.00 92 33 55 89 14 5 1.5714 B A-B-C 48.50 80 19 45 100 28 15 1.56151617181920

ANGULO ANGULO HORZONT. ANGULO ANGULO ANGULOG M S HORZ. HORZ.DECIM

AZCD 342 2 5 AZCD 342°2'5'' 342.0347222222C 197 38 10 C 197°38'10'' 197.6361111111D 258 48 30 ANGULOS EN DECIMALES= D 258°48'30'' 258.8083333333E 88 44 0 E 88°44'0'' 88.73333333333F 204 23 20 F 204°23'20'' 204.3888888889G 20 1 20 G 20°1'20'' 20.02222222222H 213 46 30 H 213°46'30'' 213.775I 193 25 10 I 193°25'10'' 193.4194444444J 276 6 55 J 276°6'55'' 276.1152777778K 9 14 10 K 9°14'10'' 9.236111111111L 150 40 0 L 150°40'0'' 150.6666666667M 198 46 0 M 198°46'0'' 198.7666666667N 175 32 20 N 175°32'20'' 175.5388888889A 92 33 55 A 92°33'55'' 92.56527777778

CALCULOS DE TOPOGRAFIA

DATOS DE CAMPO

B 80 19 45 B 80°19'45'' 80.32916666667

G M S En Decim.TOLERANCIA DE EQUIPO 0 0 5 0°0'5'' 0.001388888889

Numero de lados 14

Sumatoria de angulos internos = 2160°0'0'' 2160

SUMA DE ANGULOS INTERNOS 2160°0'5'' 2160.0013888889Error de Angulo Interno -0°0'5'' -0.001388888889TOLERANCIA 0°0'18.71'' 0.0051967463705 POR LO TANTO ESTÁ DENTRO DE LA TOLERANCIA!

compensacion angulo interno -0°0'0.36'' -9.92063492373875E-05

ANGULOS COMPENSADOS

ANGULO ANGULO ANGULOHORZ. HORZ.DECIM

AZCD 342°2'5'' 342.0347222222C 197°38'9.64'' 197.6360119048D 258°48'29.64'' 258.808234127E 88°43'59.64'' 88.73323412698F 204°23'19.64'' 204.3887896825G 20°1'19.64'' 20.02212301587H 213°46'29.64'' 213.7749007937I 193°25'9.64'' 193.4193452381J 276°6'54.64'' 276.1151785714K 9°14'9.64'' 9.236011904762L 150°39'59.64'' 150.6665674603M 198°45'59.64'' 198.7665674603N 175°32'19.64'' 175.5387896825A 92°33'54.64'' 92.56517857143B 80°19'44.64'' 80.32906746032

SUMA DE ANGULOS COMPENSADOS 2160°0'0'' 2160

COMPENSADO ANGUNLOS INTERNOS

AZIMUTS Y RUMBOS

ANGULO ANGULO ANGULO DE AZIMUT DECIM. AZIMUT RUMBOHORZ.DECIM AZIMUTS

AZCD 342.03472222222C 197.63601190476 AzCD 342.0347222222 342°2'5'' N17°57'55''W 0D 258.80823412698 AzDE 60.84295634921 60°50'34.64'' N60°50'34.64''E

E 88.733234126984 AzEF 329.5761904762 329°34'34.29'' N30°25'25.71''W

F 204.38878968254 AzFG 353.9649801587 353°57'53.93'' N6°2'6.07''W

G 20.022123015873 AzGH 193.9871031746 193°59'13.57'' S13°59'13.57''W

H 213.77490079365 AzHI 227.7620039683 227°45'43.21'' S47°45'43.21''W

I 193.4193452381 AzIJ 241.1813492063 241°10'52.86'' S61°10'52.86''WJ 276.11517857143 AzJK 337.2965277778 337°17'47.5'' N22°42'12.5''WK 9.2360119047619 AzKL 166.5325396825 166°31'57.14'' S13°28'2.86''EL 150.66656746032 AzLM 137.1991071429 137°11'56.79'' S42°48'3.21''EM 198.76656746032 AzMN 155.9656746032 155°57'56.43'' S24°2'3.57''EN 175.53878968254 AzNA 151.5044642857 151°30'16.07'' S28°29'43.93''EA 92.565178571429 AzAB 64.06964285714 64°4'10.71'' N64°4'10.71''EB 80.329067460317 AzBC 324.3987103175 324°23'55.36'' N35°36'4.64''W

ANGULO ANGULO VERTICAL ANGULO ANGULOG M S VERT.DECIM

C 91 25 30 C 91.425 91° 25' 30"D 88 2 15 D 88.0375 88° 02' 15"E 90 31 55 E 90.53194444 90° 31' 55"F 84 39 10 F 84.65277778 84° 39' 10"G 100 27 30 G 100.4583333 100° 27' 30"H 92 27 40 H 92.46111111 92° 27' 40" CALCULO DE COTASI 92 10 10 I 92.16944444 92° 10' 10"J 81 53 55 J 81.89861111 81° 53' 55"K 98 30 10 K 98.50277778 98° 30' 10"L 84 58 10 L 84.96944444 84° 58' 10"M 77 7 10 M 77.11944444 77° 07' 10"N 85 8 30 N 85.14166667 85° 08' 30"A 89 14 5 A 89.23472222 89° 14' 05"B 100 28 15 B 100.4708333 100° 28' 15"

AZIMUTS Y RUMBOS

DISTANCIA HORIZONTAL, VERTICAL Y COTAS

CALCULOS COTA PARTIDA 3200.00

ANGULO LADO ESTADIA LADO COTA

C C-D 30.00 -1.425 1° 25' 30" 29.9814 -0.7458 C 3200.000D D-E 51.00 1.9625 1° 57' 45" 50.9402 1.7455 C-D -0.7458 3199.254E E-F 23.00 -0.53194444444 0° 31' 55" 22.9980 -0.2135 D-E 1.7455 3201.000F F-G 62.00 5.347222222222 5° 20' 50" 61.4616 5.7527 E-F -0.2135 3200.786G G-H 33.50 -10.4583333333 10° 27' 30" 32.3962 -5.9799 F-G 5.7527 3206.539H H-I 65.00 -2.46111111111 2° 27' 40" 64.8801 -2.7886 G-H -5.9799 3200.559I I-J 49.00 -2.16944444444 2° 10' 10" 48.9298 -1.8536 H-I -2.7886 3197.770J J-K 84.00 8.101388888889 8° 06' 05" 82.3318 11.7196 I-J -1.8536 3195.917K K-L 90.00 -8.50277777778 8° 30' 10" 88.0324 -13.1609 J-K 11.7196 3207.636L L-M 52.00 5.030555555556 5° 01' 50" 51.6002 4.5422 K-L -13.1609 3194.475M M-N 26.00 12.88055555556 12° 52' 50" 24.7080 5.6501 L-M 4.5422 3199.018N N-A 37.00 4.858333333333 4° 51' 30" 36.7346 3.1224 M-N 5.6501 3204.668A A-B 66.00 0.765277777778 0° 45' 55" 65.9882 0.8814 N-A 3.1224 3207.790B B-C 48.50 -10.4708333333 10° 28' 15" 46.8982 -8.6674 A-B 0.8814 3208.671

B-C -8.6674 3200.004

TOLERANCIA DE TRABAJO

-0.00410

-0.00029264921

707.8807

PERIMETRO EN KILOMETROS 0.7078807

FACTOR DE TOLERANCIA 0.0200000

ERROR MAXIMO(Para Cotas) 0.016827128975 toma el valor + y/o - POR LO TANTO ESTÁ DENTRO DE LA TOLERANCIA!

COTAS COMPENSADAS

ANG. REDUC (DECIMALES) ANG. REDUCIDO

(GRADOS)

DISTANCIA HORIZONTAL

DISTANCIA VERTICAL

DISTANCIA VERTICAL

CALCULO DE COTAS (Error de Cotas)

Correccion de Error de Cierre (COMPENSADO COTAS)

PERIMETRO (DISTANCIA HORIZONTAL)

COMPENSACION DE COTAS

PUNTO

C 3200.000C-D -0.7461 3199.254D-E 1.7452 3200.999E-F -0.2138 3200.785F-G 5.7524 3206.538G-H -5.9802 3200.557H-I -2.7889 3197.769I-J -1.8539 3195.915J-K 11.7193 3207.634K-L -13.1612 3194.473L-M 4.5419 3199.015M-N 5.6498 3204.664N-A 3.1221 3207.787A-B 0.8811 3208.668B-C -8.6677 3200.000

LADO AZIMUTS DISTANCIA ∆yHORIZONTAL Sen(Az)*DH) Cos(Az)*DHz

C-D 342.03472222222 29.9814 -9.2475 28.5197D-E 60.842956349206 50.9402 44.4854 24.8183E-F 329.57619047619 22.9980 -11.6460 19.8313F-G 353.96498015873 61.4616 -6.4618 61.1209G-H 193.9871031746 32.3962 -7.8303 -31.4356H-I 227.76200396825 64.8801 -48.0346 -43.6132I-J 241.18134920635 48.9298 -42.8698 -23.5861J-K 337.29652777778 82.3318 -31.7769 75.9523K-L 166.53253968254 88.0324 20.5021 -85.6118L-M 137.19910714286 51.6002 35.0599 -37.8600M-N 155.96567460317 24.7080 10.0632 -22.5658N-A 151.50446428571 36.7346 17.5257 -32.2844A-B 64.069642857143 65.9882 59.3449 28.8552B-C 324.39871031746 46.8982 -27.3014 38.1323

∑ 707.8807 1.8130 0.2731

DIST. VERTICAL COMPENSADOS

COTA COMPENSADOS

∆x

COORDENADAS PARCIALES

CALCULO DE COORDENADAS

∆x ∆y1.81297 0.2731

1.83342ERROR RELATIVO 1/ 386.1

CORRECCIONES-0.0025611-0.0003858

C.X -0.0025611C.Y -0.0003858

C.X -0.0025611C.Y -0.0003858

CALCULANDO CORRECIN DE LAS DISTANCIAS

LADODISTANCIA C.X C.Y LADO LADO

HORIZONTAL -0.00256112 -0.00038577 ∆y ∆yC-D 29.9814 -0.076786 -0.011566 C-D -9.2475 28.5197 C-D -9.32428 28.50809D-E 50.9402 -0.130464 -0.019651 D-E 44.4854 24.8183 D-E 44.35497 24.79867E-F 22.9980 -0.058901 -0.008872 CORRECION= E-F -11.6460 19.8313 CORRECION= E-F -11.70492 19.82239F-G 61.4616 -0.157410 -0.023710 F-G -6.4618 61.1209 F-G -6.61925 61.09721G-H 32.3962 -0.082970 -0.012497 G-H -7.8303 -31.4356 G-H -7.91324 -31.44814H-I 64.8801 -0.166166 -0.025029 H-I -48.0346 -43.6132 H-I -48.20076 -43.63822I-J 48.9298 -0.125315 -0.018876 I-J -42.8698 -23.5861 I-J -42.99514 -23.60493J-K 82.3318 -0.210861 -0.031761 J-K -31.7769 75.9523 J-K -31.98779 75.92050K-L 88.0324 -0.225461 -0.033960 K-L 20.5021 -85.6118 K-L 20.27669 -85.64571L-M 51.6002 -0.132154 -0.019906 L-M 35.0599 -37.8600 L-M 34.92772 -37.87995M-N 24.7080 -0.063280 -0.009532 M-N 10.0632 -22.5658 M-N 9.99988 -22.57537N-A 36.7346 -0.094082 -0.014171 N-A 17.5257 -32.2844 N-A 17.43164 -32.29854A-B 65.9882 -0.169004 -0.025456 A-B 59.3449 28.8552 A-B 59.17594 28.82977B-C 46.8982 -0.120112 -0.018092 B-C -27.3014 38.1323 B-C -27.42147 38.11422

-0.675258 -0.101711 -38.7348 59.2413 -39.40748 59.14001

CUADRO DE CORRECIONES

LADODISTANCIA C.X C.Y ∆y ∆yHORIZONTAL -0.00256112 -0.00038577

C-D 29.9814 -0.076786 -0.011566 -9.2475 28.5197 -9.32428 28.50809D-E 50.9402 -0.130464 -0.019651 44.4854 24.8183 44.35497 24.79867E-F 22.9980 -0.058901 -0.008872 -11.6460 19.8313 -11.70492 19.82239F-G 61.4616 -0.157410 -0.023710 -6.4618 61.1209 -6.61925 61.09721G-H 32.3962 -0.082970 -0.012497 -7.8303 -31.4356 -7.91324 -31.44814

SUMA DE COORDENADAS

CALCULO DE ERROR LINEAL

C.X= (-X´/P)*dC.Y= (-Y´/P)*d

∆x ∆x

∆x ∆x

CORRECIONES

COORDENADAS PARCIALES

H-I 64.8801 -0.166166 -0.025029 -48.0346 -43.6132 -48.20076 -43.63822I-J 48.9298 -0.125315 -0.018876 -42.8698 -23.5861 -42.99514 -23.60493J-K 82.3318 -0.210861 -0.031761 -31.7769 75.9523 -31.98779 75.92050K-L 88.0324 -0.225461 -0.033960 20.5021 -85.6118 20.27669 -85.64571L-M 51.6002 -0.132154 -0.019906 35.0599 -37.8600 34.92772 -37.87995M-N 24.7080 -0.063280 -0.009532 10.0632 -22.5658 9.99988 -22.57537N-A 36.7346 -0.094082 -0.014171 17.5257 -32.2844 17.43164 -32.29854A-B 65.9882 -0.169004 -0.025456 59.3449 28.8552 59.17594 28.82977B-C 46.8982 -0.120112 -0.018092 -27.3014 38.1323 -27.42147 38.11422

-39.40748 59.14001

LADO Cx CyC-D -9.3243 28.508094D-E 44.3550 24.798668E-F -11.7049 19.822395F-G -6.6193 61.097214G-H -7.9132 -31.448142H-I -48.2008 -43.638221I-J -42.9951 -23.604935J-K -31.9878 75.920504K-L 20.2767 -85.645712L-M 34.9277 -37.879946M-N 9.9999 -22.575371N-A 17.4316 -32.298538A-B 59.1759 28.829766B-C -27.4215 38.114224

SUMA -39.41 59.14

CORRECION

5000.00 10000.00

LADO ANGULO LADO ESTE NORTEC.X C.Y C.X C.Y ∆X ∆Y

C-D -9.3243 28.508094 C 5000.00 10000.00D-E 44.3550 24.798668 D C-D -9.3243 28.5081 4990.68 10028.51E-F -11.7049 19.822395 E D-E 44.3550 24.7987 5035.03 10053.31F-G -6.6193 61.097214 F E-F -11.7049 19.8224 5023.33 10073.13G-H -7.9132 -31.448142 G F-G -6.6193 61.0972 5016.71 10134.23

COORDENADAS

H-I -48.2008 -43.638221 H G-H -7.9132 -31.4481 5008.79 10102.78I-J -42.9951 -23.604935 I H-I -48.2008 -43.6382 4960.59 10059.14J-K -31.9878 75.920504 J I-J -42.9951 -23.6049 4917.60 10035.54K-L 20.2767 -85.645712 K J-K -31.9878 75.9205 4885.61 10111.46L-M 34.9277 -37.879946 L K-L 20.2767 -85.6457 4905.89 10025.81M-N 9.9999 -22.575371 M L-M 34.9277 -37.8799 4940.81 9987.93N-A 17.4316 -32.298538 N M-N 9.9999 -22.5754 4950.81 9965.35A-B 59.1759 28.829766 A N-A 17.4316 -32.2985 4968.25 9933.06B-C -27.4215 38.114224 B A-B 59.1759 28.8298 5027.42 9961.89

C B-C -27.4215 38.1142 5000.00 10000.00

SUMA -39.4075 59.140008

ANGULO ESTE NORTE COTA

C 5000.00 10000.00 3200.000D 4990.68 10028.51 3199.254 9984.3706882474 4967.5103901146 3201.307481E 5035.03 10053.31 3200.999F 5023.33 10073.13 3200.785G 5016.71 10134.23 3206.538H 5008.79 10102.78 3200.557I 4960.59 10059.14 3197.769J 4917.60 10035.54 3195.915K 4885.61 10111.46 3207.634L 4905.89 10025.81 3194.473M 4940.81 9987.93 3199.015N 4950.81 9965.35 3204.664A 4968.25 9933.06 3207.787B 5027.42 9961.89 3208.668C 5000.00 10000.00 3200.000

CUADRO DE RESUMEN