Post on 27-Sep-2015
description
CALCULO DE LA POLIGONALVRTICEANGULOLONGITUD DE LADOS
1REPETICION2 REPETICION
A803840
AB110.480110.480
B961300
BC112.015112.015
C941410CD64.74064.745
D2435210
DE35.21035.200
E2711900
EF37.54037.545
F203730
FG149.97014.980
G891950
GH59.78059.780
H1744000
HI71.82571.813
I914610IJ77.25077.260
J2771950JA49.17549.178
1. COMPENSACION DE ANGULOSA =803840B =961300C =941410D =2435210E =2711900F =203730G =891950H =1744000I =914610J =2771950SUMA=114000200002010=2
A =803840 - 2 = 803838B =961300- 2 = 961300C =941410- 2 = 941410D =2435210-2 = 2435210E =2711900-2 = 2711900F =203730-2 = 203730G =891950-2= 891950H =1744000-2 = 1744000I =914610-2 = 914610J =2771950-2 = 2771950 144000002. CALCULO DE LA LONGITUD PROMEDIO DE LOS LADOSAB =96.000 + (110.500 + 110.480) = 110.490BC =96.000 + (112.030 + 112.015) = 112.023CD =96.000 + (64.745 + 64.745)=64.745DE =96.000 + (35.190 + 35.210)=35.200EF =96.000 + (37.550 + 37.540)=37.545FG =96.000 + (149.990 + 149.970)=149.980GH =96.000 + (59.780 + 59.780)=59.780HI =96.000 + (71.800 + 71.825)=71.813IJ =96.000 + (77.270 + 77.250)=77.260JA =96.000 + (49.180 + 49.175)=49.178 768.014
3. CALCULO DE AZIMUTS
* = 3032210-1800000* = 1232210+ = 961258* = 2193508-1800000* = 393508+ = 941408* = 1334916+1800000* = 3134916+ = 2435208 5574124 - 3600000 * = 1974124+1800000* = 174124+ = 2711858*2890022-1800000* = 1090022+ = 2037501293750+1800000* = 3093750
* = 3093750+ = 8919483985738-3600000* = 385738+1800000* = 2185738+ = 174395839337363600000*= 333736+1800000* = 2133736+ = 914608* = 1252344 -1800000* = 1252344+ = 2771950424332+1800000* = 2224332 = 8038383032210
4. CALCULO DE RUMBOSABN 563750 O BCS 393508 OCDS 461044 EDES 174124 OEFN 705938 OFGS 502210 EGHN 385738 EHIN 333736 EIJN 543616OJAN 424332 E5. CALCULO DE LAS PROYECCIONES DE LOS LADOS
LADOLONGITUDRUMBO LADOPROYECCIN XPROYECCIN Y
AB110.490N 563750 O
-92.275+64.773
BC112.023S 393508 O
-71.384-86.333
CD64.645S 461044 E
+44.761-44.761
DE35.200S 174124 O
-10.696-33.536
EF37.545N 705938 O
-35.498+12.227
FG149.980S 502210 E
+115.511-95.662
GH59.780N 385738 E
+37.589+46.484
HI71.813N 333736 E
+39.769+59.796
IJ77.260N 543616O
-62.980+44.750
JA49.178N 424332 E
+33.367+36.127
SUMA+0.045+3.865
6. CALCULO DE ERRORES EN LOS EJES, ERROR DE CIERRE Y ERROR RELATIVO=+0.045
El error de cierre o error absoluto ser:
El error relativo ser:
Tomndose:
7. CALCULO DE LAS CORRECCIONES DE LAS PROYECCIONESLADO
Correccin en el eje XCorreccin en el eje Y
AB
-0,006
-0,435
BC
-0,006
-0,543
CD
-0.004
-0,345
DE
-0.002
-0,278
EF
-0.004
-0,182
FG
-0,008
-0.690
GH
-0,004
-0,354
HI
-0.004
-0,410
IJ
-0.005
-0.334
JA
-0.003
-0.294
-0.045-3,865
8. CALCULO DE PROYECCIONES POR LADOSEN EL EJE XEN EL EJE Y
AB-92,275-0.006-92.28164.773-0.43564.338
BC
-71.384-0,005-65,968-86.33-0.543-86.876
CD
-46.642-0,004+46.638-44.761-0.345-45.106
DE
-10.696-0,002
-10.698
-33.536-0.278-33.814
EF
-35.498-0.004-35.50212.227-0.18212.045
FG
115.511-0.008115.503-95.662-0.690-96.352
GH
37.589-0.00437.585+46.484-0.35446.130
HI
39.769-0.00439.76559.796-0.41059.386
IJ
-62.980-0.005-62.98549.750-0.33444.416
JA33.367-0.00333.36436.127-0.29435.833
0.0000.000