Seinapolügonomeetria (0)

KODUNE ÜLESANNE, seinapolügonomeetria






I kolmnurk kraadid /min/sek kraadid rad siinus
II kolmnurk kraadid/min/sek kraadid rad siinus
c1 5.944 m
c1 7.625 m
a1 5.532 m
a1 8.316 m
γ1 87 37 16 87.62 1.53 0.99913819
γ1 64 40 0 64.67 1.13 0.90383377
c2 5.064 m
c2 9.648 m
a2 6.527 m
a2 11.6 m
γ2 43 34 16 43.57 0.76 0.68925432
γ2 29 59 0 29.98 0.52 0.49974806
α9-1 112 51 47 112.86 1.97 0.92143612
α8-1 213 56 2 213.93 3.73 -0.55823594
α9-2 287 4 31 287.08 5.01 -0.95591980
α8-2 331 39 8 331.65 5.79 -0.47482226
b1 2.406 m
b1 2.334 m
sin rad kraadid
sin rad kraadid
β1 0.4044290863 0.42 23.86
β1 0.2766620353 0.28 16.06
β2 0.3274774692 0.33 19.12
β2 0.1208967638 0.12 6.94
δ'1
68.52
δ'1
99.27
δ'2
117.31
δ'2
143.07
Δα
174.21
Δα
117.72
sidumatus
360.0489
sidumatus
360.0634
W -0.0489
W -0.0634
W/2 -0.0245
W/2 -0.0317
δ'1 68.50
δ'1 99.24
δ'2 117.29
δ'2 143.04
α9-26 44.36
α9-26 114.69
α9-26 44.36
α9-27 114.69
b/sinβ1 = c1/sinγ1
W=360º-(Δα+Δ'1+Δ'2)
b/sinβ2 = c2/sinγ2
X Y
X Y
P9 1030.30 866.487
P8 848.45 1087.154
jaama nr (seisupunkt) mõõdetud kokku tasandatud direktsiooni-nurgad/kraadid radiaanid sinus cosinus joonepikkus/m ΔX' ΔY' koordinaadid arvutatud parandid paranditega juurdekasvud koordinaadid parandiga kraad minut sekund X' Y' ΔX ΔY ΔX ΔY X Y p9
44.36 0.77 0.699214 0.714912
1030.300 866.487
1030.300 866.487 T26 249 25 0 249.42 249.42
2.406 1.7201 1.6823 1032.020 868.169 0.001 0.001 1.7195 1.6817 1032.019 868.169
113.78 1.99 0.915096 -0.403236
T27 177 47 12 177.78 177.78
74.820 -30.1701 68.4675 1001 .850 936.637 0.018 0.018 -30.1883 68.4496 1001.831 936.618
111.56 1.95 0.930008 -0.367540
T28 220 25 6 220.42 220.42
114.220 -41.9804 106.2255 959.870 1042.862 0.028 0.027 -42.0081 106.1982 959.823 1042.816
151.98 2.65 0.469770 -0.882789
T29 190 13 36 190.22 190.22
55.940 -49.3832 26.2789 910.486 1069 .141 0.014 0.013 -49.3968 26.2655 910.426 1069.082
162.20 2.83 0.305740 -0.952115
T30 312 28 0 312.47 312.47
66.100 -62.9348 20.2094 847.552 1089.351 0.016 0.016 -62.9508 20.1936 847.476 1089.276
294.66 5.14 -0.908771 0.417296
p8
2.334 0. 9740 -2.1211 848.449 1087.154 0.001 0.001 0.9734 -2.1216 848.449 1087.154 mõõdetud nurkade summa
Σ 1150.3000
Σ 315.820 -181.7745 220.7425 848.525 1087.230 0.076 0.076 -181.8510 220.6670 -181.851 220.667 teoreetiline vasakpoolsete nurkade summa
Σt 1150.3000
arvutatud kogujuurdekasv
-181.7745 220.7425
0.000 0.000 nurkade tasandamine jääb ära, sest sulgemisviga ft=0,
0.000000
tegelik juurdekasv (olemasolevate koordinaatide alusel)
-181.8510 220.6670
kontroll → α30-8=
294.66
viga f
-0.0765 -0.0755









fs= 0.107515

0.0059 0.0057









Fslubat 0.063164 (1/5000)









Fsprakt 0.000340






suhteline parand x -0.000242
suhteline parand y -0.000239