corrección de errores - poligonal cerrada
DESCRIPTION
topografia como enoctrar azimutTRANSCRIPT
CORRECCION ANALITICA FUNCIONALCORRECION ANALITICA DE ANGULOS Y LONGITUDESNOTA: NO BORRAR LAS CELDAS ESCRITAS EN ROJO
DATOS DE CAMPO
ANGULO1ra Medicin2da Medicin3ra Medicin< E11291210'1284821'130201'< E291302'901712'895859'< E31665959'168102'1672505'< E41023500'1015855'103203'< E5523120'53201'515923'
L/L123E1-E2634.300 m634.270 m634.480 m634.35226.262219E2-E3763.290 m763.310 m763.260 m763.2872261544'E3-E42066.830 m2066.810 m2066.810 m2066.817119.925885E4-E52387.800 m2387.830 m2387.830 m2387.821195533'E5-E13537.860 m3537.860 m3537.860 m3537.8649.61813493705'AZIMUT174.8171051744902'AZ E1-E2 =2901529'290.26102.993647180000'180.001025937'360000'360.0092.645233540000'COORDENADAS923843'E17498869674215)
1. CALCULO DE ANGULOS PROMEDIO
ANGULO< E1 =1291210'+1284821'+130201'129.2027777778128.8058333333130.03361111113129.3474074074 =1292051'129.3475
< E2 =91302'+901712'+895859'91.050555555690.286666666789.9830555556390.4400925926 =902624'90.4400
< E3 =1665959'+168102'+1672505'166.9997222222168.0172222222167.41805555563167.4783333333 =1672842'167.4783
< E4 =1023500'+1015855'+103203'102.5833333333101.9819444444103.03416666673102.5331481481 =1023159'102.5331
< E5 =523120'+53201'+515923'52.522222222253.033611111151.9897222222352.5151851852 =523055'52.5153
2. SUMATORIA DE LOS ANGULOS
< R =< E1< E2< E3< E4< E5 < R =5421851'542.3142
R = REALEXCESO=21851'2.31416709'ELEGIR OTRO TIPO DE TOLERANCIA EN PASO 43. CONTROL ANGULAR
< T =180 * (n-2)n = Nmero de lados del polgono218.85251.12 < T =180 3.0 < T =540
T = TEORICO
4. TOLERANCIA ANGULAR
Ta =a nDonde:Ta=Tolerancia angulara =Grado de Precisinn=N de vrtices de la poligonal
Valores de a:Primer Orden1.015'Segundo Orden 2.030'90Tercer Orden3.060'Cuarto Orden4.090'Quinto Orden5.0120'Ta =90'54Ta =201'0.055901699437495
5. COMPENSACION ANGULAR
Angulo de compensacin(Ac)
Ac =Angulo de errorAc =21851' N de Lados5
Ac =02746.20"0.46283333333
Angulo< E1 =1292051'+ 02746.20" =1294837.20'129.81033333< E2 =902624'+ 02746.20" =905410.20'90.90283333