16543287IIIIIIIVZNMABCDLB

ANGULOS INTERIORES

iANGULO LEIDO

133 39' 20"

230 01' 55"

370 01' 12"

444 07' 11"

530 04' 38"

635 59' 50"

751 57' 57"

862 47' 01"

ANGULOS EXTERIORES

iANGULO LEIDO

I262 00' 51"

II260 20' 05"

III284 59' 58"

IV270 10' 50"

COMPENSACION GEOMETRICA DEL SISTEMA

ATRAS

SIGUIENTE

VERTICEiANGULO LEIDOCORRECCIONCOMPENSACION (A)

A133 39' 20" 0 30' 56" 34 10' 16"

862 47' 01" 0 30' 56" 63 17' 57"

I262 00' 51" 0 30' 56" 262 31' 47"

358 27' 12" 1 32' 48" 360 0' 0"

B230 01' 55"- 0 7' 44" 29 54' 11"

370 01' 12"- 0 7' 44" 69 53' 28"

II260 20' 05"- 0 7' 44" 260 12' 21"

360 23' 12"- 0 23' 12" 360 0' 0"

C444 07' 11" 0 16' 4" 44 23' 15"

530 04' 38" 0 16' 5" 30 20' 43"

III284 59' 58" 0 16' 4" 285 16' 2"

359 11' 47" 0 48' 13" 360 0' 0"

D635 59' 50" 0 37' 8" 36 36' 58"

751 57' 57" 0 37' 8" 52 35' 5"

IV270 10' 50" 0 37' 7" 270 47' 57"

358 8' 37" 1 51' 23" 360 0' 0"

COMPENSACIN POR FIGURA

ATRAS

SIGUIENTE

iCOMPENSACION (A)COMPENSACIN dec. (A)ERROR dec.ERROR GRADUALCOMPENSACION dec. (B)COMPENSACION (B)

1 34 10' 16"34.17111111-0.149722222-0 85934.0213888934 117

2 29 54' 11"29.90305556-0.149722222-0 85929.7533333329 4512

3 69 53' 28"69.89111111-0.149722222-0 85969.7413888969 4429

4 44 23' 15"44.38759259-0.149722222-0 85944.2378703744 1416.333

5 30 20' 43"30.34509259-0.149722222-0 85930.1953703730 1143.333

6 36 36' 58"36.61601852-0.149722222-0 85936.466296336 2758.667

7 52 35' 5"52.58462963-0.149722222-0 85952.4349074152 265.6667

8 63 17' 57"63.29916667-0.149722222-0 85963.1494444463 858

361 11' 52"361.1977778-1.197777778-1 1152360 360 0' 0"

COMPENSACIN POR OPUESTOS POR EL VERTICE

iCOMPENSACION dec.(B)

134.02138889

229.75333333ATRASSIGUIENTE

369.74138889

444.23787037

530.19537037

636.4662963

752.43490741

863.14944444

360

1+25+63+47+8

34.0213888930.19537037+69.7413888952.43490741+

29.7533333336.466296344.2378703763.14944444

63.7747222266.66166667113.9792593115.5843519

error decimal0.721736111error decimal0.401273148

error gradual 0 43' 18"error gradual 0 24' 5"

COMPROVACIN POR VERTICE

1+25+63+47+8

34.74312529.47363426+70.1426620452.03363426+

30.4750694435.7445601944.6391435262.7481713

65.2181944465.21819444114.7818056114.7818056

iCOMPENSACIN dec.(C)COMPENSACIN (C)

134.743125 34 44' 35"

230.47506944 30 28' 30"

370.14266204 70 8' 34"

444.63914352 44 38' 21"

529.47363426 29 28' 25"

635.74456019 35 44' 40"

752.03363426 52 2' 1"

862.7481713 62 44' 53"

360 360 0' 0"

ICOMPENSACIN dec.(C)COMPENSACIN (C)Log seni +10Dif log x CORRECCIONCOMPENSADO dec. (D)COMPENSACIN (D)

IMPARES134.743125 34 44' 35"9.755797261-3.035886654 0 48' 21"35.5490024 35 32' 56"

370.14266204 70 8' 34"9.973377875-0.760420314 0 48' 21"70.94853944 70 56' 55"

529.47363426 29 28' 25"9.691985402-3.725512439 0 48' 21"30.27951166 30 16' 46"

752.03363426 52 2' 1"9.896731207-1.643030443 0 48' 21"52.83951166 52 50' 22"

39.31789175

PARES230.47506944 30 28' 30"9.705147907-3.578041101- 0 48' 21"29.66919204 29 40' 9"

444.63914352 44 38' 21"9.846732458-2.132219535- 0 48' 21"43.83326612 43 49' 60"

635.74456019 35 44' 40"9.76654119-2.925351146- 0 48' 21"34.93868278 34 56' 19"

862.7481713 62 44' 53"9.948902996-1.084505063- 0 48' 21"61.94229389 61 56' 32"

39.26732455-18.88496669360 359 59' 60"

d=0.050567195

=6320.899398

B=-2.17875

FC=-0.805877401

FC= 0 48' 21"

IANG. COMPENSADO FINAL

1 35 32' 56"

2 29 40' 9"

3 70 56' 55"

4 43 49' 60"

5 30 16' 46"

6 34 56' 19"

7 52 50' 22"

8 61 56' 32"

CALCULO DE RIGIDEZ

LADO COMUNFIGURACADENAS DE TRIANGULOSANGULOS COMPUESTOS

DIFERENCIA LOGARIGMICA

R

dA( ) dB( )

ACABC(2+3,4)0.394706360-2.1930753634.0997518655.45755706

3.27453424

ADC(6+7,8)-0.081693505-1.122252481.357805196

BDBCD(4+5,3)-0.59927077-0.7271100171.3235502113.50524132

2.10314479

BAD(1+8,7)0.276866268-1.5958966532.181691107

BCBCA(1,4)-2.946510298-2.19307536319.9534216331.7569249

19.0541549

BCD(6,3)-3.013868049-0.72711001711.80350324

ADADB(2,7)-3.696005012-1.59589665322.105781240.4165084

24.2499051

ADC(5,8)-3.60614376-1.1222524818.31072722

RIGIDEZ=2.103144791

CALCULOS DE LADOS

16543287IIIIIIIVNMABCDLBATRASSIGUIENTE

AB405.01m

BC300.023078m

CD495.1804m

DA251.555756m

BD503.86447m

CALCULO DE COORDENADAS ABSOLUTAS DEL SISTEMA

ATRASSIGUIENTE

Estacionngulos CompensadoLadosValor (m)AzimutCoordenadas ParcialesXYCoordenadas Absolutas

E=lado senAzN=lado cosAzEWNSXY

A 97 29' 29"AB 405.01 73 12' 50" 387.75 116.97 XX7130028465353

B 100 37' 4"BC 300.02 152 35' 46" 138.09 (266.36)XX713389.75238465469.967

C 74 6' 46"CD 495.18 258 29' 0" (485.21) (98.86)XX713527.84088465203.611

D 87 46' 42"DA 251.56 350 42' 19" (40.63) 248.25 XX713042.62998465104.747

A0.000.007130028465353

CALCULO DE AREA Y PERIMETRO TOTAL

ATRAS

RESPUESTA

AREA:121951.8468m

PERIMETRO:1451.769234m