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HITUNG PERATAAN BERSYARAT TRILATERASI Jarak Ukuran Dari
ITN03 A B C ITN03 A
ITN03 Ke
A B C ITN03 B C
Jarak Rata-rata 28.5880 26.3030 27.6650 21.0040 27.5340 43.9060
Keterangan l1 l2 l3 l4 l5 l6
1 l4 l6 8 C
Sudut Ukuran (Indirect dari Jarak Ukuran)
Sudut 1 2 3 4 5 6 7 8 9 10 11 12
Cos
0.375167592 0.561237426 0.917730479 0.802795661 0.436807378 0.710427612 0.823786941 0.841264571 -0.557316436 0.499368464 -0.323316331 0.38583537
DD 67.96532858 55.85858274 23.40348331 36.60209625 64.09964397 44.73028229 34.5343022 32.72610286 123.8704138 60.04177329 108.8636016 67.30438913
Kesalahan Masing-Masing Sudut Sudut ITN03.A.C B.A.C ITN03.A.B ∑
dl1 4842.9287 -4892.588827 9735.517563
dl2 2679.309017 -3807.869537 6487.178553
Kesalahan Penutup Sudut (W) W -0.046502508 Matriks Desain (A) A AT
0.283194726 0.283194726 0.188704375 0.241057852 0.252773967 -0.253581877 -0.435041958
7
Sin 0.926956999 0.827654851 0.397203685 0.596254247 0.899555065 0.70377028 0.566899528 0.540623641 0.830300181 0.866389714 0.946290944 0.922567649
rho
9=1+2 10 = 3 + 4 11 = 5 + 6 12 = 7 + 8
Kesalahan (d) dl3 dl4 8689.728891 8286.958506 8286.958506
8689.728891
dl5
8717.50279 -8717.50279
-0.004869731 rad
0.188704375
0.241057852
0.252773967
-0.253581877
Matriks P-1 P-1
Matriks Korelat (K) N
Matriks V
28.588 0 0 0 0 0
16.25925058
K
-0.000299505
V
0.0024 0.0015 0.0020 0.0016 -0.0021 -0.0057
Jarak Terkoreksi l1-hat l2-hat l3-hat l4-hat l5-hat l6-hat
Variansi Baku (σ02) σ02
0 26.303 0 0 0 0
0 0 0 21.004 0 0
N-1
0.06150345
Sudut Syarat Geometris Cos Sudut 1-hat 0.3750 2-hat 0.5612 9-hat -0.5566 Cek 3-hat + 4-hat - 10-hat = 0
DD 67.97381246 55.86133294 123.8235912
0.011554165
meter^2
Azimuth Untuk Mencari Titik yang Dihitung Titik yang akan ditentukan Dari Titik Sudut dalam B 55.86133294 ITN03 C 123.8351454
Azimuth 257.3805688 325.3543813
Koordinat Titik yang Dihitung Dari Titik B ITN03 C
Y 9236858.703 9236869.336
Menghitung ∑LL
0 0 0 0 27.534 0
meter meter meter meter meter meter
28.5904 26.3045 27.6670 21.0056 27.5319 43.9003
0.000000292
0 0 27.665 0 0 0
X 791359.2232 791374.1483
Titik Ikat Titik ITN03 A
QVV
4.031227855 2.471471831 3.320629082 2.643642743 -3.476609651 -9.510939727
2.471471831 1.515214032 2.035816761 1.620768859 -2.131445586 -5.830982635
3.320629082 2.035816761 2.735290064 2.177638499 -2.863775387 -7.834412786
2.643642743 1.620768859 2.177638499 1.733676985 -2.279929144 -6.237188196
-3.476609651 -2.131445586 -2.863775387 -2.279929144 2.998296077 8.202420213
∑LL
0.0000072 (0.0000007) (0.0000010) (0.0000008) 0.0000010 0.0000028
(0.0000007) 0.0000072 (0.0000006) (0.0000005) 0.0000006 0.0000017
(0.0000010) (0.0000006) 0.0000073 (0.0000006) 0.0000008 0.0000023
(0.0000008) (0.0000005) (0.0000006) 0.0000056 0.0000007 0.0000018
0.0000010 0.0000006 0.0000008 0.0000007 0.0000072 (0.0000024)
Menghitung Ketelitian Hasil Koordinat B -0.2184742 0.975842725 0 0
0 0 0.822683992 0.568498944
∑LL'
0.000007 0.000003
0.000003 0.000006
∑XX
0.0000003 (0.0000015) (0.0000005) (0.0000003)
(0.0000015) 0.0000068 0.0000022 0.0000015
BT
(0.0000005) 0.0000022 0.0000042 0.0000029
(0.0000003) 0.0000015 0.0000029 0.0000020
-0.2184742 0
A
l1
Titik ikat: B C
3
2
4
l5
l2
l6 6 l3
5 B
206264.8062
dl6 -7310.361051 -7645.279826 -14955.64088
rad (")
-0.435041958
0.000029
0 0 0 0 0 43.906
Sin 0.92701254 0.827681789 0.830755347
X 791386.09 791381.097
Y 9236864.718 9236852.055
dITN03-A αITN03-A
13.61182 201.5192
-9.510939727 -5.830982635 -7.834412786 -6.237188196 8.202420213 22.43931074
QLL
24.55677214 -2.47147183 -3.32062908 -2.64364274 3.476609651 9.510939727
-2.47147 24.78779 -2.03582 -1.62077 2.131446 5.830983
-3.32063 -2.03582 24.92971 -2.17764 2.863775 7.834413
meter^2 meter^2 meter^2 meter^2
584.7302 mm^2 2611.772 mm^2 2058.663 mm^2 1422.597 mm^2
0.0000028 0.0000017 0.0000023 0.0000018 (0.0000024) 0.0000063
0.975842725 0 0 0 0.822683992 0.568498944
XA YA XD YD
± ± ± ±
0.00058473 0.002611772 0.002058663 0.001422597
-2.64364 -1.62077 -2.17764 19.27032 2.279929 6.237188
3.47661 2.131446 2.863775 2.279929 24.5357 -8.20242
9.51094 5.830983 7.834413 6.237188 -8.20242 21.46669