PLANILLA MEJORADANota: Ingresar slo los campos con letras en rojoESPECIALIDADUNIVERSIADAD CONTINENTAL DE CIENCIAS E INGENIERIACURSOTOPOGRAFIA 2LADOESTACIONESTADIAANGULO HORZONT.ANGULO VERTICALALTURAGMSGMSINSTRUMENAZCDNM-C-D22946501CB-C-D35.804743108753101.5092DC-D-E35.9019931108958301.4123ED-E-F25.3012248009136501.5164FE-F-G49.2013542009549001.5255GF-G-A83.507424108733001.4286AG-A-B26.709943408838501.5307BA-B-C19.1522007308936301.498891011121314151617181920

ANGULOANGULO HORZONT.ANGULOANGULOANGULOGMSHORZ.HORZ.DECIMAZCD2294650AZCD22946'50''229.781C474310C4743'10''47.719D1993110ANGULOS EN DECIMALES=D19931'10''199.519E1224800E12248'0''122.800F1354200F13542'0''135.700G742410G7424'10''74.403A994340A9943'40''99.728B2200730B2207'30''220.125GMSEn Decim.TOLERANCIA DE EQUIPO001000'10''0.0027777778

Numero de lados7

Sumatoria de angulos internos =9000'0''900

SUMA DE ANGULOS INTERNOS89959'40''899.9944444444Error de Angulo Interno00'20''0.0055555556TOLERANCIA00'26.46''0.0073493092POR LO TANTO EST DENTRO DE LA TOLERANCIA!

compensacion angulo interno00'2.86''0.0007936508

ANGULOS COMPENSADOS

ANGULOANGULOANGULOHORZ.HORZ.DECIMAZCD22946'50''229.7805555556C4743'12.86''47.7202380952D19931'12.86''199.5202380952E12248'2.86''122.8007936508F13542'2.86''135.7007936508G7424'12.86''74.4035714286A9943'42.86''99.7285714286B2207'32.86''220.1257936508SUMA DE ANGULOS COMPENSADOS9000'0''900

ANGULOANGULOANGULO DEAZIMUT DECIM.AZIMUTRUMBOHORZ.DECIMAZIMUTSAZCD229.7805555556C47.7202380952AzCD229.780555555622946'50''S4946'50''W0D199.5202380952AzDE249.300793650824918'2.86''S6918'2.86''WE122.8007936508AzEF192.10158730161926'5.71''S126'5.71''WF135.7007936508AzFG147.802380952414748'8.57''S3211'51.43''EG74.4035714286AzGA42.2059523814212'21.43''N4212'21.43''EA99.7285714286AzAB321.934523809532156'4.29''N383'55.71''WB220.1257936508AzBC2.060317460323'37.14''N23'37.14''E

ANGULOANGULO VERTICALANGULOANGULOGMSVERT.DECIMC875310C87.8863.661921296296296D895830D89.9753.748958333333333E913650E91.6143.8172453703703706F954900F95.8173.992361111111111G873300G87.5503.6479166666666667A883850A88.6473.6936342592592593CALCULO DE COTASB893630B89.6083.7336805555555554

CALCULOSCOTA PARTIDA3200.00ANGULOLADOESTADIAANG. REDUC (DECIMALES)
Alex: ANGULO ALFA REDICIFOANG. REDUCIDO (GRADOS)DISTANCIA HORIZONTALDISTANCIA VERTICALLADODISTANCIA VERTICALCOTACC-D35.802.1140.0880787037037039235.75131.3196C3200.000DD-E35.900.0250.001041666666666903435.90000.0157C-D1.31963201.320EE-F25.30-1.6140.067245370370370625.2799-0.7123D-E0.01573201.335FF-G49.20-5.8170.2423611111111109448.6947-4.9605E-F-0.71233200.623GG-A83.502.4500.1020833333333334683.34743.5662F-G-4.96053195.662AA-B26.701.3530.056365740740740626.68510.6302G-A3.56623199.229BB-C19.150.3920.01631944444444440419.14910.1309A-B0.63023199.859B-C0.13093199.990

TOLERANCIA DE TRABAJO

CALCULO DE COTAS (Error de Cotas)0.01029

Correccion de Error de Cierre (COMPENSADO COTAS)0.0014706249PERIMETRO (DISTANCIA HORIZONTAL)274.8075PERIMETRO EN KILOMETROS0.2748075FACTOR DE TOLERANCIA0.0200000ERROR MAXIMO(Para Cotas)0.0104844175toma el valor + y/o -POR LO TANTO EST DENTRO DE LA TOLERANCIA!

COTAS COMPENSADAS

PUNTODIST. VERTICAL COMPENSADOSCOTA COMPENSADOSC3200.000C-D1.32113201.321D-E0.01713201.338E-F-0.71083200.627F-G-4.95913195.668G-A3.56763199.236A-B0.63163199.868B-C0.13243200.000

LADOAZIMUTSDISTANCIAxyHORIZONTALSen(Az)*DH)Cos(Az)*DHzC-D229.780555555635.7513-27.2989-23.0852D-E249.300793650835.9000-33.5826-12.6893E-F192.101587301625.2799-5.2998-24.7181F-G147.802380952448.694725.9465-41.2062G-A42.20595238183.347455.992661.7383A-B321.934523809526.6851-16.453021.0094B-C2.060317460319.14910.688419.1367274.8075-0.00680.1856

SUMA DE COORDENADASxy-0.006770.1856CALCULO DE ERROR LINEAL0.18574ERROR RELATIVO1/1479.5

CORRECCIONESC.X= (-X/P)*d0.0000246C.Y= (-Y/P)*d-0.0006754C.X0.0000246C.Y-0.0006754

C.X0.0000246C.Y-0.0006754CALCULANDO CORRECIN DE LAS DISTANCIASLADODISTANCIAC.XC.YLADOLADOHORIZONTAL0.00002462-0.00067545xyxyC-D35.75130.000880-0.024148C-D-27.2989-23.0852C-D-27.29798-23.10936D-E35.90000.000884-0.024249D-E-33.5826-12.6893D-E-33.58173-12.71353E-F25.27990.000622-0.017075CORRECION= E-F-5.2998-24.7181CORRECION=E-F-5.29921-24.73522F-G48.69470.001199-0.032891F-G25.9465-41.2062F-G25.94772-41.23907G-A83.34740.002052-0.056297G-A55.992661.7383G-A55.9946461.68204A-B26.68510.000657-0.018024A-B-16.453021.0094A-B-16.4523620.99135B-C19.14910.000472-0.012934B-C0.688419.1367B-C0.6889119.123790.006320-0.173359-0.6952-18.9511-0.68891-19.12379

CUADRO DE CORRECIONESLADODISTANCIAC.XC.YxyxyHORIZONTAL0.00002462-0.00067545C-D35.75130.000880-0.024148-27.2989-23.0852-27.29798-23.10936D-E35.90000.000884-0.024249-33.5826-12.6893-33.58173-12.71353E-F25.27990.000622-0.017075-5.2998-24.7181-5.29921-24.73522F-G48.69470.001199-0.03289125.9465-41.206225.94772-41.23907G-A83.34740.002052-0.05629755.992661.738355.9946461.68204A-B26.68510.000657-0.018024-16.453021.0094-16.4523620.99135B-C19.14910.000472-0.0129340.688419.13670.6889119.12379-0.68891-19.12379

LADOCxCy

C-D-27.2980-23.109360D-E-33.5817-12.713528E-F-5.2992-24.735222F-G25.9477-41.239065G-A55.994661.682035A-B-16.452420.991348B-C0.688919.123792SUMA -0.69-19.12CORRECION5000.0010000.00LADOANGULOLADOESTE NORTEC.XC.YC.XC.YXYC-D-27.2980-23.109360C5000.0010000.00D-E-33.5817-12.713528DC-D-27.2980-23.10944972.709976.89E-F-5.2992-24.735222ED-E-33.5817-12.71354939.129964.18F-G25.9477-41.239065FE-F-5.2992-24.73524933.829939.44G-A55.994661.682035GF-G25.9477-41.23914959.779898.20A-B-16.452420.991348AG-A55.994661.68205015.769959.88B-C0.688919.123792BA-B-16.452420.99134999.319980.88CB-C0.688919.12385000.0010000.0081.942101.7970.2770.40.00338042490.0039293821295.820804437254.4929374287500500SUMA -0.6889-19.123792

ANGULOESTE NORTECOTA

C5000.0010000.003200.000D4972.709976.893201.321E4939.129964.183201.338F4933.829939.443200.627G4959.779898.203195.668A5015.769959.883199.236B4999.319980.883199.868C

CALCULOS DE TOPOGRAFIADATOS DE CAMPOCOMPENSADO ANGUNLOS INTERNOSAZIMUTS Y RUMBOSDISTANCIA HORIZONTAL, VERTICAL Y COTASCOMPENSACION DE COTASCORRECIONESCOORDENADAS PARCIALESCOORDENADAS CUADRO DE RESUMENCALCULO DE COORDENADAS