CURVA CIRCULAR SIMPLEDATOS :ELEMENTOS DE=600'0.00"LA CURVA60.0000000PC=Km2+423.74mT=40.415mR=70mLC=70.000mc=10mLc=73.2414050516mM=9.378mE=10.829mEstaca del PT (PT = PC + Lc)423.74+73.2414050516=2+496.981mGrado de Curvatura (Gc= 2 arcsen c/2R)=811'31.52"8.1920875163Deflexin x metro (d = Gc/2c)=024'34.58"0.4096043758Estacin del Instrumento en:PCEstaca final visada:PTInflexin:DERECHAESTACACUERDAANG. DEFLEXIONANG. DEF. ACUMUL.COORDENADAS(Defl. por metro)x(Cuerda)LECTURA INSTRUMENTOx (m)y (m)PC :42+3.740436.260233'50.84"233'50.84"6.260.282.56412339262.5641233926441045'45.76"639'36.60"16.131.884.09604375826.6601671508451045'45.76"1045'22.36"25.674.884.096043758210.7562109089461045'45.76"1451'8.12"34.699.204.096043758214.8522546671471045'45.76"1856'53.87"43.0014.764.096043758218.9482984252481045'45.76"232'39.63"50.4321.454.096043758223.0443421834491045'45.76"278'25.39"56.8329.134.096043758227.1403859415PT :49+6.9816.981251'34.61"300'0.00"60.6235.002.859614058530Nota : Se debe verificar que el ngulo de deflexin acumulado para el PT es /2Estacin del Instrumento en:PTEstaca final visada:PMInflexin:IZQUIERDAESTACACUERDAANG. DEFLEXIONANG. DEF. ACUMUL.LECTURA INSTRUMENTO503.93PT :50 + 3.93503.93136'35.08"35823'24.92"1.609745197358.390254803491045'45.76"35417'39.16"4.0960437582354.2942110449481045'45.76"35011'53.40"4.0960437582350.1981672867471045'45.76"3466'7.64"4.0960437582346.1021235286461045'45.76"3420'21.89"4.0960437582342.0060797704451045'45.76"33754'36.13"4.0960437582337.9100360123441045'45.76"33348'50.37"4.0960437582333.8139922541431045'45.76"32943'4.61"4.0960437582329.717948496421045'45.76"32537'18.86"4.0960437582325.6219047378411045'45.76"32131'33.10"4.0960437582321.5258609797403.79PM :40 + 3.796.21232'37.12"31858'55.98"2.5436431738318.9822178059COMPROBACION:360 -31858'55.98"411'4.02"318.982217805941.0177821941

CURVA COMPUESTA 2 CENTROSDATOS :ELEMENTOS DEELEMENTOS DE=1120'0.00"LA CURVA 1LA CURVA 2112.00000001=340'0.00"T1=23.480mT2=36.520m34.00000002=780'0.00"LC1=44.908mLC2=56.762m78.0000000PC=Km0+968mLC1=45.5418040218mLC2=61.3629978811mR1=76.8mR2=45.098mM1=3.356mM=10.050mc1=10mc2=5mE=3.509mE=12.932mEstaca del PCC = PC + LC1968+45.5418040218=1+13.542mGrado de Curvatura (Gc= 2 arcsen c/2R)=727'56.41"7.4656682427Deflexin x metro (d = Gc/2c)=022'23.82"0.3732834121Estaca del PT = PCC + LC21+13.542=1+74.905mGrado de Curvatura (Gc= 2 arcsen c/2R)=621'20.24"6.3556216852Deflexin x metro (d = Gc/2c)=038'8.02"0.6355621685Estacin del Instrumento en:PCEstaca final visada:PTInflexin:DERECHAESTACACUERDAANG. DEFLEXIONANG. DEF. ACUMUL.COORDENADAS(Defl. por metro)x(Cuerda)LECTURA INSTRUMENTOx (m)y (m)PC :96+8.000972.000044'47.64"044'47.64"2.000.030.74656682430.74656682439810343'58.20"428'45.84"11.960.943.73283412134.47940094569910343'58.20"812'44.05"21.723.133.73283412138.212235067Km01+0.00010343'58.20"1156'42.25"31.106.583.732834121311.94506918830110343'58.20"1540'40.45"39.9611.223.732834121315.6779033096PCC:01+3.5423.542119'19.55"170'-0.00"42.9513.131.32209669041701+5.0001.458055'36.39"1755'36.39"26.418.550.92677419817.926774198025310'40.12"216'16.51"30.3011.693.177810842621.104585040602+5.0005310'40.12"2416'56.63"33.8115.253.177810842624.2823958832035310'40.12"2727'36.74"36.9119.183.177810842627.460206725803+5.0005310'40.12"3038'16.86"39.5523.423.177810842630.6380175684045310'40.12"3348'56.98"41.7027.943.177810842633.81582841104+5.0005310'40.12"3659'37.10"43.3532.663.177810842636.9936392535055310'40.12"4010'17.22"44.4637.533.177810842640.171450096105+5.0005310'40.12"4320'57.34"45.0242.503.177810842643.3492609387065310'40.12"4631'37.46"45.0347.503.177810842646.527071781306+5.0005310'40.12"4942'17.58"44.4952.473.177810842649.7048826239075310'40.12"5252'57.70"43.4057.353.177810842652.8826934665PT:07+4.9054.90537'2.30"560'-0.00"41.8161.993.117306533556Nota : Se debe verificar que el ngulo de deflexin acumulado para el PT es /2Estacin del Instrumento en:PTEstaca final visada:PMInflexin:IZQUIERDAESTACACUERDAANG. DEFLEXIONANG. DEF. ACUMUL.LECTURA INSTRUMENTO503.93PT :50 + 3.93503.93128'1.21"35831'58.79"1.4670038097358.53299619034910343'58.20"35448'0.58"3.7328341213354.8001620694810343'58.20"3514'2.38"3.7328341213351.06732794764710343'58.20"34720'4.18"3.7328341213347.33449382634610343'58.20"34336'5.97"3.7328341213343.60165970494510343'58.20"33952'7.77"3.7328341213339.86882558364410343'58.20"3368'9.57"3.7328341213336.13599146234310343'58.20"33224'11.37"3.7328341213332.40315734094210343'58.20"32840'13.16"3.7328341213328.67032321964110343'58.20"32456'14.96"3.7328341213324.9374890982403.79PM :40 + 3.796.21219'5.12"32237'9.84"2.3180899894322.6193991089COMPROBACION:360 -32237'9.84"3722'50.16"322.619399108937.3806008911

HAY QUE CHEQUEAR EL METODO DE COORDENADASDEFLEXIONES OK!