Transcript

ESCUELA SUPERIOR TECNICA SENCICO

PRIMERO CORRECCION DE ANGULO ALREDEDOR DE UN PUNTO

ESTACIONPTO VISADOLECTURA DIRECTAANGULOLECTURA INVERTIDAANGULODATOS CAMPOLECTURA REDUCIDAPROMEDIOANGULO FINALANGULO FINAL CORREGIDOANGULO FINAL COMPENSADO

GM'S"GM'S"ANGULO DECIMALANGULO DECIMALANGULO DECIMALANGULO DECIMALANGULO DECIMALANGULO DECIMAL

A92.9253B00000'0"179594917959'49"0.000000179.9969440.0000000.0000000.0000000.0000000.00000000000'0"

C3534533534'53"215343921534'39"35.581389215.57750035.58138935.58055635.58097235.58097235.583472353503535'0"D1

D9026399026'39"270261827026'18"90.444167270.43833390.44416790.44138990.44277854.86180654.8643065451525451'52"V4

B359594835959'48"179592917959'29"359.996667179.991389359.996667359.988333359.992500269.549722269.55222226933826933'8"

359.992500360.000000360003600'0"

AZIMUT10925010925'0"109.41666671.90968109ERROR0.007500002700'27"

0.00250000900'9"

BC00000'0"179593017959'30"0.000000179.9916670.0000000.0000000.0000000.0000000.00000000000'0"

D4816294816'29"228161622816'16"48.274722228.27111148.27472248.27944448.27708348.27708348.2813434816534816'53"D2

A9837229837'22"278372227837'22"98.622778278.62277898.62277898.63111198.62694450.34986150.3541205021155021'15"V1

C359592935959'29"179592917959'29"359.991389179.991389359.991389359.983056359.987222261.360278261.364537261215226121'52"

359.987222360.000000360003600'0"

ERROR0.012778004600'46"

0.004259001500'15"

CD00000'0"180011800'1"0.000000180.0002780.0000000.0000000.0000000.0000000.00000000000'0"

A5545115545'11"235451723545'17"55.753056235.75472255.75305655.75444455.75375055.75375055.7529635545115545'11"D3

B101313810131'38"281314428131'44"101.527222281.528889101.527222101.528611101.52791745.77416745.7733804546244546'24"V2

D360023600'2"1800141800'14"360.000556180.003889360.000556360.004167360.002361258.474444258.473657258282525828'25"

360.002361360.000000360003600'0"

ERROR0.00236100800'8"

0.00078700300'3"

DA00000'0"179594617959'46"0.000000179.9961110.0000000.0000000.0000000.0000000.00000000000'0"

B3911333911'33"219113521911'35"39.192500219.19305639.19250039.19694439.19472239.19472239.1964813911473911'47"D4

C692356923'5"24923524923'5"69.384722249.38472269.38472269.38861169.38666730.19194430.1937043011373011'37"V3

A359595535959'55"179594117959'41"359.998611179.994722359.998611359.990833359.994722290.608056290.609815290363529036'35"

359.994722360.000000360003600'0"

ERROR0.005278001900'19"

0.00175900600'6"

SEGUNDA CONDICION GEOMETRICA

D135.583472353503535'0"35.585741353593535'9"

V150.3541205021155021'15"50.3563895021235021'23"

85.9375938556158556'15"85.9421308556328556'32"

0.000000

TERCERA CONDICION GEOMETRICA

D248.281342594816534816'53"48.2828594816584816'58"

V245.773379634546244546'24"45.7748964546304546'30"

94.0547222294317943'17"94.05775594328943'28"

0.000000

D355.7529635545115545'11"55.7506944554535545'3"

V330.1937043011373011'37"30.19143523011293011'29"

85.9466678556488556'48"85.94212968556328556'32"

ERROR0.009074003300'33"

0.00226900800'8"

D439.1964813911473911'47"39.19496533911423911'42"

V454.8643065451525451'52"54.86278945451465451'46"

94.06078794339943'39"94.057754694328943'28"

ERROR0.006065002200'22"

0.00151600500'5"

NPOLIGONO DE PRCTICAS

CUARTA CONDICION GEOMETRICA

ANGULOS FINALESANGULO RADIANESSENOCOTANGENTE

D135.585741353593535'9"35.585770353593535'9"0.6210890.5819211.397518

V150.3563895021235021'23"50.3564185021235021'23"0.8788850.7700280.828554

D248.2828594816584816'58"48.2828884816584816'58"0.8426950.7464390.891503

V245.7748964546304546'30"45.7749254546304546'30"0.7989230.7166050.973309

D355.750694554535545'3"55.750723554535545'3"0.9730340.8265970.680857

V330.1914353011293011'29"30.1914643011293011'29"0.5269400.5028911.718761

D439.1949653911423911'42"39.1949943911423911'42"0.6840820.6319621.226340

V454.8627895451465451'46"54.8628185451465451'46"0.9575370.8177760.703782

359.999769359595935959'59"360.000000360003600'0"

0.00023100100'1"

0.00002900000'0"

QUINTA CONDICION GEOMETRICA

=0.2269044764=0.99987973944.1962189633

0.2269317674==

4.2244060263

GRADOS

C" =-2.9459874145=0.000818329800300'3"

2.9459874145

CALCULO DE RUTASSEXAGESIMALESANGULOS FINALESRADIANESSENO

D135.58577035.586590.621103535123535'12"D10.58193262

V150.35641850.355600.878875021205021'20"V10.77001905

D248.28288848.283710.84271481714817'1"D20.74644897

V245.77492545.774110.798914546274546'27"V20.71659547

D355.75072355.751540.97305554565545'6"D30.82660489

V330.19146430.190650.526933011263011'26"V30.50287884

D439.19499439.195810.684103911453911'45"D40.63197266

V454.86281854.862000.957525451435451'43"V40.81776818

360.000000360.000006.28319360003600'0"

CALCULO DE LADOSDISTANCIA

AB92.9253

CD112.0115

RUTA 1

AD113.2236

CD112.0132

RUTA 2

BC75.4627

CD112.0132

RUTA 3

BD147.0356

CD112.0132

RUTA 4

AC128.2047

CD112.0132

Lados Calculados

AB92.925

AC128.205

BC75.463

AD113.224

CD112.013

BD147.036

CALCULA DE LA RIGIDES DE LA RED DE APOYO

PONER VALORESDE LA TABLA

Angulos Finales CorregidosFIGURADiVi

D135.585773535'12"TRAMO 1ADB50391434

V150.356425021'20"ABC463620

D248.282894817'1"TRAMO 2ADC5655730

V245.774924546'27"BCD483023

D355.750725545'6"TRAMO 3ACD5669412

V330.191463011'26"ABC99368

D439.194993911'45"TRAMO 4ABD5075416

V454.862825451'43"BCD1023012

Calculando la Rigides de la Red de Apoyo

C=5

Q=12

K=6.96R=4.06

CALCULO DE COORDENADAS

LADOANGULO RADIANESANGULO SEXAGESIMALDISTANCIAAZIMUT RADIANESPROYECCION

NE

AZIMUT SEXAGESIMALYX

AB1.909681109.4166710925010925'0"92.92531.90968109109.4166710925010925'0"-30.891667787.6402661

AC0.62110335.586593535123535'12"128.2047312.53078422145.003251450121450'12"-105.02334573.5292472

AD0.95752354.862005451435451'43"113.2236493.488306754199.86525199515519951'55"-106.486204-38.4744463

COORDENADAS UTMVERTICE

PUNTONORTEESTE

18506822.000184343.0003653.000A

28506791.108184430.6403656.124B

38506716.977184416.5293665.952C

48506715.514184304.5263665.210D

8506822.000184343.000

INFORME DE PRCTICAS Pg. 1