PLANILLA MEJORADANota: Ingresar slo los campos con letras en rojo

ESPECIALIDADUNIVERSIDAD CONTINENTAL DE CIENCIAS E INGENIERIACURSOTOPOGRAFIA 2ALUMNODELGADO ZEVALLOS ANDERSSON

LADOESTACIONESTADIAANGULO HORZONT.ANGULO VERTICALALTURAGMSGMSINSTRUMENAZABNM-A-B2826101AF-A-B22.426833208546101.4452BA-B-C57.3010432109451101.5163CB-C-D19.5011037009330201.4044DC-D-E32.10823108739401.4585ED-E-F12.4012751308549001.4596FE-F-A28.2022623108530201.5137

ANGULOANGULO HORZONT.ANGULOANGULOANGULOGMSHORZ.HORZ.DECIMAZAB282610AZAB2826'10''28.4361111111A683320A6833'20''68.5555555556B1043210ANGULOS EN DECIMALES=B10432'10''104.5361111111C1103700C11037'0''110.6166666667D82310D823'10''82.0527777778E1275130E12751'30''127.8583333333F2262310F22623'10''226.3861111111

TOLERANCIA DE EQUIPOGMSEn Decim.001000'10''0.0027777778

Numero de lados6

Sumatoria de angulos internos =7200'0''720

SUMA DE ANGULOS INTERNOS7200'20''720.0055555556Error de Angulo Interno-00'20''-0.0055555556TOLERANCIA00'24.49''0.0068041382POR LO TANTO EST DENTRO DE LA TOLERANCIA!

compensacion angulo interno-00'3.33''-0.0009259259

ANGULOANGULOANGULOHORZ.HORZ.DECIMAZAB2826'10''28.4361111111A6833'16.67''68.5546296296B10432'6.67''104.5351851852C11036'56.67''110.6157407407D823'6.67''82.0518518519E12751'26.67''127.8574074074F22623'6.67''226.3851851852SUMA DE ANGULOS COMPENSADOS7200'0''720

ANGULOANGULOANGULO DEAZIMUT DECIM.AZIMUTRUMBOHORZ.DECIMAZIMUTSAZAB28.4361111111A68.5546296296AzAB28.43611111112826'10''N2826'10''E1B104.5351851852AzBC312.971296296331258'16.67''N471'43.33''WC110.6157407407AzCD243.58703703724335'13.33''S6335'13.33''WD82.0518518519AzDE145.638888888914538'20''S3421'40''EE127.8574074074AzEF93.49629629639329'46.67''S8630'13.33''EF226.3851851852AzFA139.881481481513952'53.33''S407'6.67''E

ANGULOANGULO VERTICALANGULOANGULOGMSVERT.DECIMA854610A85.76944444443.5737268519B945110B94.85277777783.9521990741C933020C93.50555555563.8960648148D873940D87.66111111113.6525462963E854900E85.81666666673.5756944444F853020F85.50555555563.5627314815

CALCULOSCOTA PARTIDA3305.00ANGULOLADOESTADIAANG. REDUC (DECIMALES)
Alex: ANGULO ALFA REDICIFOANG. REDUCIDO (GRADOS)DISTANCIA HORIZONTALDISTANCIA VERTICALLADODISTANCIA VERTICALCOTAAA-B22.424.23055555560.176273148148148122.29801.6494A3305BB-C57.30-4.85277777780.2021990740740739256.8899-4.8300A-B1.64941802643306.6494180264CC-D19.50-3.50555555560.14606481481481519.4271-1.1901B-C-4.82995896873301.8194590577DD-E32.102.33888888890.097453703703703732.04651.3089C-D-1.19010275573300.629356302EE-F12.404.18333333330.174305555555555712.33400.9021D-E1.30890888943301.9382651914FF-A28.204.49444444440.1872685185185183328.02682.2030E-F0.90214630513302.8404114964F-A2.20302523083305.0434367273

TOLERANCIA DE TRABAJO

CALCULO DE COTAS (Error de Cotas)-0.04344Correccion de Error de Cierre (COMPENSADO COTAS)-0.0072394545PERIMETRO (DISTANCIA HORIZONTAL)171.0224

PERIMETRO EN KILOMETROS0.1710224FACTOR DE TOLERANCIA0.3000000ERROR MAXIMO(Para Cotas)0.1240645663toma el valor + y/o -POR LO TANTO EST DENTRO DE LA TOLERANCIA!COTAS COMPENSADAS

PUNTOdist vertical compensadoCOTA COMPENSADOSA3305.0000000A-B1.64217863306.6421786B-C-4.83719843301.8049801C-D-1.19734223300.6076379D-E1.30166943301.9093074E-F0.89490693302.8042142F-A2.19578583305.0000000

LADOAZIMUTSDISTANCIAxyHORIZONTALSen(Az)*DH)Cos(Az)*DHzA-B28.436111111122.3010.617823831319.61B-C312.971296296356.89-41.62609741738.78C-D243.58703703719.43-17.3991221391-8.64D-E145.638888888932.0518.0872856542-26.45E-F93.496296296312.3312.3110575747-0.75F-A139.881481481528.0318.0596735776-21.43171.02240683210.05062108171.1048143593

SUMA DE COORDENADASxy0.050621.1048CALCULO DE ERROR LINEAL1.10597ERROR RELATIVO1/154.6

CORRECCIONESC.X= (-X/P)*d-0.0002960C.Y= (-Y/P)*d-0.0064601C.X-0.0002960C.Y-0.0064601

C.X-0.0002959909C.Y-0.0064600562

CALCULANDO CORRECIN DE LAS DISTANCIASLADODISTANCIAC.XC.YLADOLADOHORIZONTAL-0.0002959909-0.0064600562xyxyA-B22.2979899068-0.01-0.1440462679A-B10.617823831319.61A-B10.611223828419.46B-C56.8899361961-0.02-0.367512185B-C-41.62609741738.78B-C-41.642936322238.41C-D19.4270943692-0.01-0.1255001214CORRECION= C-D-17.3991221391-8.64CORRECION=C-D-17.4048723829-8.77D-E32.0465389231-0.01-0.2070224424D-E18.0872856542-26.45D-E18.0778001692-26.66E-F12.3340143499-0.00-0.0796784259E-F12.3110575747-0.75E-F12.3074068183-0.83F-A28.026833087-0.01-0.1810549168F-A18.0596735776-21.43F-A18.0513778892-21.61-0.0509170727-1.11127441550.05062108171.1000.00

CUADRO DE CORRECIONESLADODISTANCIAC.XC.YxyxyHORIZONTAL-0.0002959909-0.0064600562A-B22.2979899068-0.01-0.144046267910.617823831319.6110.611223828419.4636606601B-C56.8899361961-0.02-0.367512185-41.62609741738.78-41.642936322238.4104822736C-D19.4270943692-0.01-0.1255001214-17.3991221391-8.64-17.4048723829-8.7674064169D-E32.0465389231-0.01-0.207022442418.0872856542-26.4518.0778001692-26.6613369226E-F12.3340143499-0.00-0.079678425912.3110575747-0.7512.3074068183-0.8318561809F-A28.026833087-0.01-0.181054916818.0596735776-21.4318.0513778892-21.613543413300

LADOCxCy

A-B10.611223828419.46B-C-41.642936322238.41C-D-17.4048723829-8.77D-E18.0778001692-26.66E-F12.3074068183-0.83F-A18.0513778892-21.61

CORRECION500010000LADOC.XC.YANGULOLADOC.XC.YESTE NORTEXYA-B10.611223828419.46A5000.0010000B-C-41.642936322238.41BA-B10.6119.46366066015010.6110019.4636606601C-D-17.4048723829-8.77CB-C-41.6438.41048227364968.9710057.8741429337D-E18.0778001692-26.66DC-D-17.40-8.76740641694951.5610049.1067365168E-F12.3074068183-0.83ED-E18.08-26.66133692264969.6410022.4453995942F-A18.0513778892-21.61FE-F12.31-0.83185618094981.9510021.6135434133AF-A18.05-21.61354341335000.0010000

ANGULOESTE NORTECOTA

A3305.00B5010.611223828410019.463306.64C4968.968287506210057.873301.80D4951.563415123310049.113300.61E4969.641215292610022.453301.91F4981.948622110810021.613302.80A500010000.003305.00

CALCULOS DE TOPOGRAFIADATOS DE CAMPOCOMPENSADO ANGULOS INTERNOSAZIMUTS Y RUMBOSDISTANCIA HORIZONTAL, VERTICAL Y COTASCOMPENSACION DE COTASCORRECIONESCOORDENADAS PARCIALESCOORDENADAS CUADRO DE RESUMENCALCULO DE COORDENADASANGULOS COMPENSADOSCALCULO DE COTAS