curva turati era a
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ARCO ANGULO ANGULO α LINEALTIERRA DECIMAL GRA MIN SEG TERRENOAB(M) AB'20000 0.179977319 0 10 48 0º10'48'' 20000.065825000 0.224971649 0 13 30 0º13'30'' 25000.128530000 0.269965979 0 16 12 0º16'12'' 30000.222035000 0.314960308 0 18 54 0º18'54'' 35000.352540000 0.359954638 0 21 36 0º21'36'' 40000.5263
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E(M) E'(mm/km) Er
0.0658 3.289 1/3040400.1285 5.139 1/1945860.2220 7.400 1/1351290.3525 10.073 1/992780.5263 13.156 1/76010
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CORRECCION POR TEMPERATURADATOSCOEFICIENTE 0.000012DISTANCIACASMPO 47.825 LCORREGIDA=T CAMPO 29T CINTA 20
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CORRECCION POR TEMPERATURA
47.830 M.
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CORRECCION POR TENSIONDATOS
LONGITUD DE CAMPO 43.786 M. LCORREGIDA=TENSION CAMPO 9 KGTENSION CALIBRACION 4.5 KGSECCION 0.036 M2E 2100000
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CORRECCION POR TENSION
43.789 M CINTA CINTA0.006 0.008
0.0003 0.000450.018 0.036
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CORRECCION POR TENSION Y TEMPERATURADATOS TN1=LONG CAMPO: 30 M.TENSION CALIBRACION: 4.5 KG TN2=W (PESO CINTA/ML): 0.015 KG/MLAREA CINTA: 0.02 CM2E: 2100000
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CORRECCION POR TENSION Y TEMPERATURA8.93
8.9439564321
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LEY DE COSENOS
DATOS
L1 97.259 LADOS ADYACENTES AL ANGULO
L2 110.585 LADOS ADYACENTES AL ANGULOL3 103.693 LADO OPUESTO AL ANGULO
ANGULOS
DECIMAL GRA MIN SEG
A 59.442562925 59 26 33 59°26'33''B 66.686715465 66 41 12 66°41'12''C 53.87072161 53 52 15 53°52'15''
SUMA 180
�=ARCCOSENO(( 1²� +�2² 3²−� )/( 12� 2)×� )
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LEY DE COSENOS
66°41'12''
B
L1 L397.259 103.693
59°26'33''
A
L2 C110.585 53°52'15''
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METODO DEL TRIANGULO ISOSCELES
DATOS
AB = AC= 20.000 LADO IGUAL DEL TRIANGULO ISOSCELESBC= 19.3 LADO BASE DEL TRIANGULO ISOSCELES
ANGULO
DECIMALGRADO GRAD MIN SEG
A= 57.6976173 57 41 51 57°41'51''
�=2xARCSENO(/�� 2��)
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METODO DEL TRIANGULO ISOSCELES
B
20.000
A 19.300
57°41'51''
20.000
C
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REPLANTEO MEDIANTE METODO DEL TRIANGULO ISOSCELES
DATOS DECIMALGRAD MIN SEG GRADO
ANGULO 35 21 20 35.3555556
AB=AC= 10 ASUMIR LONGITUD DE LADO ISOSCELES
ANGULO
BC= 6.073
��=2xab.seno(∝/2)
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REPLANTEO MEDIANTE METODO DEL TRIANGULO ISOSCELES
BLADO ASUMIDO
10.000
6.073 m
A35°21'20¨
LADO ASUMIDO10.000
C
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METODO DE REPETICION
DATOSDECIMAL
GRAD MIN SEG GRADOLECTURA 0= 0 0 0 0
DECIMALGRAD MIN SEG GRADO
LECTURA CONTROL= 35 15 20 35.2555556
NUMERO REPETICIONES= 12 DECIMALGRAD MIN SEG GRADO
LECTURA FINAL= 27 6 0 27.1
N= 1GRAD MIN SEG
ANGULO PROMEDIO= 32.2583333 32 15 30
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METODO DE REPETICION
LECTURA INICIAL
LECTURA DE CONTROL
LECTURA FINAL
32°15'30''
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CALCULO DE AZIMUTDATOS:
grad min segAzimut inicial= 125 30 12
vertice ANGULO HORIZONTAL AZIMUTGRAD MIN SEG DEC GRAD MIN SEG DEC
A125 30 12 125.503333333
1 100 18 30 100.308333345 48 42 45.8116666667
2 120 40 32 120.6755556346 29 14 346.487222222
3 210 25 30 210.425000016 54 44 16.9122222222
B
"Escriba aquí la ecuación."
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CALCULO DE AZIMUT
SUMA(AZ+ANG HOR)
225.8116667
166.4872222
556.9122222
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1.-CALCULO Y COMPENSACION DEL ERROR ANGULARGRD MIN SEG
AZIMUT INICIAL= 113 13 24N°ESTACIONES= 5
PRECISION DE EQUIPO= 20 SEGTOLERANCIA ANGULAR= 45 SEG
ANGULO MEDIDOESTACION GRA MIN SEG
1 A 86 56 202 B 162 0 103 C 119 25 144 D 74 49 345 E 96 48 32
SUMA
2.-CALCULO DE AZIMUT ANGULO CORREGIDOESTACION DEC GRA MIN
1 A 86.93944444 86 562 B 162.0033333 162 03 C 119.4211111 119 254 D 74.82666667 74 495 E 96.80944444 96 48
3.-CORRECION DE POLIGONAL TOLERANCIA LINEAL=
ESTACION AZIMUTDEC GRAD MIN
1 A113.2233333 113 13
2 B95.22666667 95 13
3 C34.64777778 34 38
4 D289.4744444 289 28
5 E206.2838889 206 17
A
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DEC113.2233333333 SUMAANGULOSINTERNOS= 540
SUMA= 539.9972222222ERROANGULAR= -0.0027777778
CORRECCIONANGULAR= 0.0005555556ANGULO MEDIDO CORREC ANGULO CORREGIDO
DEC DEC DEC GRA MIN86.9388888889 0.000555556 86.93944444 86 56
162.0027777778 0.000555556 162.0033333 162 0119.4205555556 0.000555556 119.4211111 119 2574.8261111111 0.000555556 74.82666667 74 4996.8088888889 0.000555556 96.80944444 96 48
539.9972222222 540.0000
ANGULO CORREGIDO SUMA AZIMUTSEG DEC DEC GRA MIN2212 275.226667 95.22666667 95 1316 214.6477778 34.64777778 34 3836 109.4744444 289.4744444 289 2834 386.2838889 206.2838889 206 17
0.30 M.PROYECCIONES CORRECCIONES
AZIMUT DISTANCIA NORTE ESTE NORTESEG 394.75 DxCOS(AZ) DxSEN(AZ)
24 38.20 -15.06288 35.10484 -0.003998202
36 53.40 -4.86453 53.17797 -0.0055891097
52 96.20 79.14014 54.69258 -0.0100687706
28 102.75 34.25545 -96.87170 -0.0107543262
2 104.20 -93.42686 -46.14175 -0.0109060904
ERROR 0.04132 -0.03806 -0.0413164988ERROR RELATIVO 0.0561769
ERROR ABSOLUTO= 0.00014231
PRECISION= 1/7027
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GRA MIN SEG0 0 2
ANGULO CORREGIDOSEG2212163634
AZIMUTSEG
3652282
CORRECCIONES PROYECCION CORREGIDA COORDENADA CORREGIDAESTE NORTE ESTE NORTE ESTE
DATO DATO1340.16 1040.82
0.003683356 -15.06688 35.108521325.09312 1075.92852
0.005148985 -4.87012 53.183121320.22300 1129.11164
0.009275887 79.13007 54.701861399.35307 1183.81350
0.009907457 34.24470 -96.861791433.59777 1086.95170
0.010047271 -93.43777 -46.131701340.16000 1040.82000
0.038062957 0.00000 0.00000
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DIBUJOPOLIGONAL
L1040.82,1340.16
1075.92852196797,1325.093123385851129.11163954367,1320.223003817221183.81349605483,1399.353074196691086.95170175691,1433.59777051743
1040.82,1340.16