LADO DISTANCIA ANGULOS

EST P.V. L OBSERVADOS

1 2 9.13

99° 47' 51''

2 3 8.9

125° 05' 26''

3 4 9.69101° 22' 57''

4 5 10.14

115° 16' 54''

5 1 11.14

98° 26' 43''

      

SUMAS: 49539° 59' 51''

Condicion angular= 180(5-2)= 540°

EA= 539°59°51°-540°= 0°9°

C= 0°9°/5 = 0°1.8°

Azimut AB= 80°12°09°

LADO DISTANCIA ANGULOS C ANGULOS RUMBOS

EST P.V. LOBSERVADO

S  COMPENSADO

S  

1 2 9.1399° 47' 51''

(+) 00° 00' 1.8''

99° 47' 52.8'' N 80° 12' 9'' E

2 3 8.9125° 05' 26''

(+) 00° 00' 1.8''

125° 05' 27.8'' N 25° 17' 36.8'' E

3 4 9.69101° 22' 57''

(+) 00° 00' 1.8''

101° 22' 58.8'' N 53° 19' 24.4'' W

4 5 10.14115° 16' 54''

(+) 00° 00' 1.8''

115° 16' 55.8'' S 61° 57' 31.4'' W

5 1 11.1498° 26' 43''

(+) 00° 00' 1.8''

98° 26' 44.8'' S 19° 35' 43.8'' E

Se calcula el coseno y el seno de los rumbos

RUMBOS N,S E,W

  COS SEN

N 80° 12' 9'' E0.1701665025 0.9854153243

N 25° 17' 36.8'' E0.9041306118 0.4272561724

N 53° 19' 24.4'' W0.5972970242 0.802020115

S 61° 57' 31.4'' W0.4701075456 0.8826091409

S 19° 35' 43.8'' E0.9420837962 0.3353775797

DISTANCIA ANGULOS C ANGULOS RUMBOS N,S E,W PROYECCIONES SIN CORREGIR

LOBSERVAD

OS  COMPENSAD

OS   COS SEN + N - S + E -W

9.13

99° 47' 51''

(+) 00° 00' 1.8''

99° 47' 52.8''N 80° 12'

9'' E 0.1701665025

0.9854153243 1.554   8.997  

8.9

125° 05' 26''

(+) 00° 00' 1.8''

125° 05' 27.8''N 25° 17' 36.8'' E 0.9041306

1180.4272561

724 8.047   3.803  

9.69

101° 22' 57''

(+) 00° 00' 1.8''

101° 22' 58.8''N 53° 19' 24.4'' W 0.5972970

2420.8020201

15 5.788     7.772

10.14

115° 16' 54''

(+) 00° 00' 1.8''

115° 16' 55.8''S 61° 57' 31.4'' W 0.4701075

4560.8826091

409   4.767   8.95

11.14

98° 26' 43''

(+) 00° 00' 1.8''

98° 26' 44.8''S 19° 35' 43.8'' E 0.9420837

9620.3353775

797  10.49

5 3.736  

                     

49539° 59' 51''

 540° 00' 00''

SUMAS: 15.38915.26

2 16.536 16.722

EY=(15.389-15.262)=0.127

EX= (16.536-16.722)= 0.186

EL= √ ( .127 )2+( .186 )2¿

¿= .225222113

EL= .2225222113≤.313 OK

Calculo de presicion

TL= (.225222113/49)1/x= 217.563

KY= .127/30.651= 0.004143421

KX= .186/33.258= 0.005592639

PROYECCIONES SIN CORREGIR CORRECCIONES

+ N - S + E -W Y X

1.554   8.997  (-) 0.0064 (+)0.0503

8.047   3.803  (-) 0.0333 (+)0.0213

5.788     7.772 (-) 0.024 (-)0.0434

  4.767   8.95(+) 0.0198 (-)0.0501

  10.495 3.736  (+) 0.0435 (+)0.0209

           

15.389 15.262 16.536 16.722:

CORRECCIONES PROYECCIONES CORREGIDAS VERT. COORDENADASPRODUCTOS CRUZADOS

Y X + N - S + E -W   Y X ( + ) ( - )

(-) 0.0064

(+)0.0503 1.5476   9.0473  

1 20 20   430.952

(-) 0.0333

(+)0.0213 8.0137   3.8243  

2 21.5476 29.0473 580.946 858.6759495

(-) 0.024

(-)0.0434 5.764     7.72863 29.5613 32.8716 708.3040882 1161.199131

(+) 0.0198

(-)0.0501   4.7868   8.8999

4 35.3253 25.143 743.2597659 767.8295055

(+) 0.0435

(+)0.0209   10.5385 3.7569  

5 30.5385 16.2431 573.7923804 324.862

            1 20 20 610.77  

SUMAS: 15.3253 15.325316.628

5 16.6285 SUMAS: 3217.072234 3543.518586

3543.518586

2S = 326.446352 m2

S = 163.223176 m2