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