cal_aju_pol
TRANSCRIPT
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7/25/2019 CAL_AJU_POL
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N E ' " ' " ' " S ' " W
N DE V RTICES (n) 10 SE = 271,425 SN = 185,847LONG. POLIG. 689,37 m
SUMA TE RICA (180) (n+2) 2160 0 0 SW = 271,489 SS = 185,786
ERROR DEW2+ DNS2 88,4 mm
SUMA OBTENIDA 2159 59 50 DEW = 64 DNS = 61CIERRE OBTENIDO 1 / 7798
ERROR EN NGULO 0 0 10 SE + SW 542,914 SN + SS 371,633CIERRE ESPECIFICADO 1 / 10000
ERROR MAX. PERMISIBLE 5" 10 = 15,81 Correc. EW = 0,118 mm/m Correc. NS = 0,164 mm/m
59
32 531
1
1
264 55 7
192 23 43
149 23 28
247 36 12
1
173 26 59
166 29 12
275 10 4
236 32
188 34 36
265 28 36
2
1 265 28 35
10 247 36 11
9 149 23 27
8 192 23 42
7 264 55 6
1
236 32 22 1 3
0,955911258
0,293655695
34
32
48 30
188 34 35
5 166 29 11
1
1
0,749145226
0,662405790,883191013
0,469013470,546658249
4 173 26 58
1626 275 10 3 1
0,882482844
0,4703445860,760950408
0,6488100460,985279714
0,170949947
18,297
70,705
72,389
100,301
8
-4-5
9
40,98
0,837355814
61,721
17,403
6
10
3
7
74,727
154,372 126,894
115,533
69,518
28,543
46,842
117,555
189,953
170,079
210,764
232,522
260,543
1
13
1
0021602159 105059
5
82,256 25,2690,772099273
0,635501938 63,389 52,1750,668690939
0,743540468 38,844 43,192
40,692
21,762
-7
3
4
6
7
8
9
9,733 43,709
222,853
161,122
143,716
100,000
10
1
12
1
-5
290,266
CORREGIDOOBSERVADOCorrec.
AZIMUT RUMBODISTANCIA
E W N
S W
27 26 N 50
72 55 23 -10 4
-7 -8W
300,000 100,000
217,754
41 57 58 W
ANGULO ANGULO E - SENO - W PROYECCIONES COORDENADAS
N - COS - S
58,09
82,1
86,05252 55 23
3092
N S E
W
W47
2
689,37
271,489
-32
185,847 185,786
-30,5 30,5
300,000
32
271,425
28,026
37,684
-5 -7
44,78
101,8
95,13
80,12
33,47
46,4
61,43
46,02 -5
0,21735303
0,976093059
311 29 1
2
297 58 13
N
N
N
318 2
33 8 17 N 33 8 17 E
118 3 24 S 61 56 36 E
27 7 S 49 E
99 50 35 S 80 9 25 E
271,457 271,457 185,817 185,817
CALCULO Y AJUSTE DE UNA POLIGONAL
167 26 47 S 12 33 13 E
252 55 23
130