DESARROLLO DE LA PRACTICAPrueba de Libreta Ec = Vista atrs- Vista adelanteEc =24.446m - 23.67mEc =0.776m Comprobacin de nivelacin 35.776 m 35m =0.776mPrecisin de la nivelacin1er orden Emax = 0.004 0.14 = 0.00152do orden Emax = 0.01 0.14 = 0.00373er orden Emax =0.02 0.14 = 0.00754to orden Emax = 0.1 0.14 = 0.0374Compensacin de error de cierre = !E " dist. total# !distancia ac$m$lada#ota % = 0.776m& 20 = 0.05543 2'0ota ( = 0.776m& 40 = 0.110'6 2'0ota= 0.776m& 60 = 0.1662) 2'0ota * = 0.776m& '0 = 0.221712'0ota E = 0.776m& 100 = 0.27714 2'0ota + = 0.776& 120 = 0.33257 2'0ota , = 0.776& 140 = 0.3'' 2'0ota - = 0.776& 160 = 0.44343 2'0ota . = 0.776& 1'0 = 0.4)''6 2'0ota / = 0.776 & 200 = 0.5542) 2'0ota 0 = 0.776 & 220 = 0.60)71 2'0ota 1 = 0.776& 240 = 0.66514 2'0ota 2 = 0.776& 260 = 0.72057 2'0ota 3 = 0.776& 2'0 = 0.776 2'0 Cota + compensacin de idaCota 0= 34.7'5 - 0 = 34.7'5Cota A = 34.26' - 0.05543 = 34.21257Cota B = 33.)41 - 0.110'6= 33.'3014Cota C = 33.'37 - 0.1662)= 33.67071Cota D = 33.674 - 0.22171= 33.4522)Cota E = 33.6)3- 0.27714 = 33.415'6Cota F = 33.744- 0.33257= 33.41143Cota G = 33.731- 0.3'' = 33.343Cota + compensacin de retornoCota G= 33.701 - 0.44343 = 33.25757Cota H= 33.651 - 0.4)''6 = 33.15214Cota I= 33.634 - 0.5542)= 33.07)71Cota J= 33.' - 0.60)71= 33.1)02)Cota K = 33.)02 - 0.66514= 33.236'6Cota L = 34.2)1 - 0.72057= 33.57043Cota M = 35.776 - 0.776= 35ERROR DE CIERRE ERROR DE CIERRE = COTA DE INICIO _ COTA FINAL =35 _ 35 =0A.Calculo de pendiente 4 = ota 5nal cota inicial4 = 33.343m 34.7'5m = - 1.442m !6endiente 7acia a8a9o# =1.442m1.442 :::::::140& ::::::: 100 ;& = 1.03;B. Calculo d lacota d la !a"a#tCondicin de raante*istancia