planilla interiores
DESCRIPTION
planilla de calculoTRANSCRIPT
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