data theodolite

FAKULTAS TEKNIK JURUSAN TEKNIK SIPILLABORATORIUM ILMU UKUR TANAH

Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Utara Gedung JTanggal : 24 April 2011 Halaman

DATA PENGIPASAN BM

Tinggi Benang Sudut Jarak ( m ) Tinggi ( m)

KeteranganNo. Alat Atas Tengah Belakang Azimut Horizontal Vertikal Optis Datar Perbedaan Tinggi Di Atas Ttk AwalTitik TP

BA BT BBY=

D=(BA-BB)x100D= ΔV = TP - BT ±

Titik Awal + ΔV( m )

1 2 3 4 5 6 7 8 9 10 11 12 13

102º03'40"1 BM 1.550 1.405 1.260 197º44'30" 95 º 40 #́## ´´ 29.0 29.0 0.135 22.1352 1.525 1.388 1.250 205º58'30" 103 º 54 #́## ´´ 27.5 27.5 0.153 22.1533

1.540

1.650 1.513 1.375 218º46'40" 116 º 43 ´ 0 ´´ 27.5 27.5 0.028 22.0284 1.625 1.498 1.370 260º44'30" 158 º 40 #́## ´´ 25.5 25.5 0.042 22.0435 1.565 1.483 1.400 17º35'00" 275 º 31 #́## ´´ 16.5 16.5 0.058 22.0586 1.650 1.420 1.190 120º51'20" 18 º 47 #́## ´´ 46.0 46.0 0.120 22.1207 1.625 1.413 1.200 123º11'10" 21 º 7 #́## ´´ 42.5 42.5 0.127 22.1288 1.580 1.415 1.250 145º07'50" 42 º 4 #́## ´´ 33.0 33.0 0.125 22.125

Titik Awal = 22.000

aH aVYawal+aH D sinaV ( D cos aV )

90º90º90º90º90º90º90º90º


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Utara Gedung JTanggal : 24 April 2011 Halaman

DATA PENGIPASAN CP 1



BA BT BBY=



1 2 3 4 5 6 7 8 9 10 11 12 13

115º57'40"1 CP 1 1.895 1.777 1.660 128º53'00" 12 º 54 #́## ´´ 23.5 23.5 -0.277 21.9732 1.780 1.660 1.540 141º43'00" 25 º 46 #́## ´´ 24.0 24.0 -0.160 22.0903 1.755 1.630 1.505 164º28'20" 48 º 40 #́## ´´ 25.0 25.0 -0.130 22.1204 1.500 1.750 1.645 1.540 201º16'30" 85 º 19 #́## ´´ 21.0 21.0 -0.145 22.1055 1.630 1.525 1.420 268º57'10" 152 º 59 #́## ´´ 21.0 21.0 -0.025 22.2256 1.860 1.775 1.690 320º10'10" 204 º 12 #́## ´´ 17.0 17.0 -0.275 21.9757 1.830 1.735 1.640 443º24'20 327 º 26 #́## ´´ 19.0 19.0 -0.235 22.0158 1.720 1.610 1.500 357º55'00" 241 º 57 #́## ´´ 22.0 22.0 -0.110 22.1409 1.960 1.830 1.700 474º30'40" 358 º 33 ´ 0 ´´ 26.0 26.0 -0.330 21.920

Titik Awal = 22.250


90º90º90º90º90º90º90º90º90º


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Timur Gedung JTanggal : 24 April 2011 Halaman




BA BT BBY=



1 2 3 4 5 6 7 8 9 10 11 12 13

180º42'00"1 CP 2 1.435 1.323 1.210 196º12'30" 15 º 30 #́## ´´ 90º 22.5 22.5 0.188 21.4842 1.425 1.338 1.250 209º09'40" 28 º 27 #́## ´´ 90º 17.5 17.5 0.173 21.4693

1.510

1.435 1.378 1.320 232º11'30" 51 º 29 #́## ´´ 90º 11.5 11.5 0.133 21.4294 1.430 1.345 1.260 260º29'50" 79 º 47 #́## ´´ 17.0 17.0 0.165 21.4615 1.370 1.340 1.310 338º18'40" 158 º 36 #́## ´´ 6.0 6.0 0.170 21.4666 1.885 1.760 1.635 369º17'00" 188 º 35 ´ 0 ´´ 25.0 25.0 -0.250 21.0467 1.785 1.708 1.630 89º14'40" 268 º 32 #́## ´´ 15.5 15.5 -0.198 21.0988 2.195 2.083 1.970 121º08'10" 300 º 26 #́## ´´ 22.5 22.5 -0.573 20.723

Titik Awal = 21.296


90º90º90º90º90º


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Timur Gedung JTanggal : 24 April 2011 Halaman




BA BT BBY=



1 2 3 4 5 6 7 8 9 10 11 12 13

269º26'30"1 CP 3 1.395 1.378 1.360 221º32'33" 312 º 7 ´ 2 ´´ 3.5 3.5 0.052 22.1212 1.560 1.358 1.155 289º31'50" 20 º 5 ´ 2 ´´ 40.5 40.5 0.073 22.1423

1.430

1.400 1.355 1.310 259º31'50" 90 º 5 ´ 0 ´´ 9.0 9.0 0.075 22.1444 2.185 2.045 1.905 391º06'40" 122 º 40 #́## ´´ 28.0 28.0 -0.615 21.4545 2.225 2.065 1.905 43º37'20" 134 º 10 #́## ´´ 32.0 32.0 -0.635 21.4346 2.290 2.170 2.050 56º17'20" 146 º 50 #́## ´´ 24.0 24.0 -0.740 21.3297 1.854 1.820 1.785 96º52'00" 187 º 25 #́## ´´ 6.9 6.9 -0.390 21.679

Titik Awal = 22.069


90º90º90º90º90º90º90º


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Selatan Gedung JTanggal : 24 April 2011 Halaman




BA BT BBY=



1 2 3 4 5 6 7 8 9 10 11 12 13

340º22'10"1 CP 4 1.455 1.405 1.355 345º59'50" 5 º 37 #́## ´´ 10.0 10.0 0.015 22.1392 1.442 1.398 1.355 359º20'00" 18 º 57 #́## ´´ 8.7 8.7 0.022 22.1463

1.420

1.418 1.412 1.405 9º12'00" 28 º 50 #́## ´´ 1.3 1.3 0.008 22.1334 1.475 1.430 1.385 78º15'10" 98 º 53 ´ 0 ´´ 9.0 9.0 -0.010 22.1145 1.585 1.422 1.260 86º52'30" 106 º 30 #́## ´´ 32.5 32.5 -0.002 22.1216 1.715 1.458 1.200 90º50'10" 110 º 28 ´ 0 ´´ 51.5 51.5 -0.038 22.0867 1.428 1.423 1.418 199º26'30" 249 º 4 #́## ´´ 1.0 1.0 -0.003 22.1218 1.445 1.417 1.388 338º50'00" 358 º 27 #́## ´´ 5.7 5.7 0.003 22.1279 1.510 1.443 1.375 399º00'30" 358 º 38 ´ 2 ´´ 13.5 13.5 -0.022 22.101


90º90º90º90º90º90º90º90º90º

Titik Awal = 22.124


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162Diukur Oleh : Kelompok 4 Lokasi Praktek : Barat Gedung JTanggal : 24 April 2011 Halaman




BA BT BBY=



1 2 3 4 5 6 7 8 9 10 11 12 13

50º44'00"1 CP 5 1.992 1.940 1.888 114º07'10" 63 º 23 #́## ´´ 10.4 10.4 -0.520 21.6042

1.410

2.008 1.934 1.860 150º55'50" 100 º 11 #́## ´´ 14.8 14.8 -0.514 21.6103 2.012 1.946 1.880 172º41'00" 121 º 57 ´ 0 ´´ 13.2 13.2 -0.526 21.5984 1.505 1.450 1.395 188º39'30" 137 º 55 #́## ´´ 11.0 11.0 -0.030 22.0945 1.155 1.120 1.085 219º48'00" 168 º 64 ´ 0 ´´ 7.0 7.0 0.300 22.4246 1.360 1.325 1.290 320º51'00" 270 º 7 ´ 0 ´´ 7.0 7.0 0.095 22.2197 2.010 1.918 1.825 383º51'10" 333 º 7 #́## ´´ 18.5 18.5 -0.498 21.627


90º90º90º90º90º90º90º

Titik Awal = 22.630

PENGUKURAN KONTUR2.0714286

PENGIPASAN BMInterval 0,01Pengipasan :

1 D = 29 6 D = 46.00Δh = 0.14 Δh = 0.12Jumlah Grade = Δh / Interval = 14 Jumlah Grade = Δh / Interval = 12D' = D / Jml Grade = 2.148 D' = D / Jml Grade = 3.833

2 D = 27.50 7 D = 42.50Δh = 0.15 Δh = 0.13Jumlah Grade = Δh / Interval = 15 Jumlah Grade = Δh / Interval = 13D' = D / Jml Grade = 1.803 D' = D / Jml Grade = 3.333


94 D = 25.50

Δh = 0.04Jumlah Grade = Δh / Interval = 4D' = D / Jell Grade = 6.000

5 D = 16.50Δh = 0.06Jumlah Grade = Δh / Interval = 5.75D' = D / Jell Grade = 2.870

PENGUKURAN KONTUR

PENGIPASAN CP1Interval 0,01Pengipasan :

1 D = 23.50 6 D = 17.00Δh = -0.28 Δh = -0.27Jumlah Grade = Δh / Interval = -28 Jumlah Grade = Δh / Interval = -27D' = D / Jml Grade = -0.847 D' = D / Jml Grade = -0.618


D = 25.00 8 D = 22.003 Δh = -0.13 Δh = -0.11

Jumlah Grade = Δh / Interval = -13 Jumlah Grade = Δh / Interval = -11D' = D / Jml Grade = -1.923 D' = D / Jml Grade = -2.000


PENGUKURAN KONTUR



D = 17.50 D = 25.002 Δh = 0.17 5 Δh = -0.25

Jumlah Grade = Δh / Interval = 17 Jumlah Grade = Δh / Interval = -25D' = D / Jml Grade = 1.014 D' = D / Jml Grade = -1.000

3 D = 11.50 7 D = 15.50Δh = 0.13 Δh = -0.20Jumlah Grade = Δh / Interval = 13 Jumlah Grade = Δh / Interval = -20D' = D / Jml Grade = 0.868 D' = D / Jml Grade = -0.785

4D = 17.00 8 D = 22.50Δh = 0.17 Δh = -0.57Jumlah Grade = Δh / Interval = 17 Jumlah Grade = Δh / Interval = -57D' = D / Jml Grade = 1.030 D' = D / Jml Grade = -0.393

D' =

PENGUKURAN KONTUR


1D = 3.50 D = 32.00Δh = 0.05 5 Δh = -0.64Jumlah Grade = Δh / Interval = 5 Jumlah Grade = Δh / Interval = -64D' = D / Jml Grade = 0.667 D' = D / Jml Grade = -0.504

2D = 40.50 D = 24.00Δh = 0.07 6 Δh = -0.74Jumlah Grade = Δh / Interval = 7 Jumlah Grade = Δh / Interval = -74D' = D / Jml Grade = 5.586 D' = D / Jml Grade = -0.324

3 D = 9.00 7 D = 6.90Δh = 0.07 Δh = -0.39Jumlah Grade = Δh / Interval = 7 Jumlah Grade = Δh / Interval = -39D' = D / Jml Grade = 1.200 D' = D / Jml Grade = -0.177

4 D = 28.00Δh = -0.62Jumlah Grade = Δh / Interval = -62D' = D / Jml Grade = -0.455D =Δh =Jumlah Grade =D' =

PENGUKURAN KONTUR


1 D = 10.00 5 D = 32.50Δh = 0.01 Δh = 0.00Jumlah Grade = Δh / Interval = 1 Jumlah Grade = Δh / Interval = 0D' = D / Jml Grade = 10 D' = D / Jml Grade = -130.000

2 D = 8.70

Δh = 0.02

Jumlah Grade = Δh / Interval = 2

D' = D / Jml Grade = 4.047 6 D = 51.50Δh = -0.04Jumlah Grade = Δh / Interval = -4D' = D / Jml Grade = -13.733

3 7 D = 1.00D = 1.30 Δh = 0.00Δh = 0.01 Jumlah Grade = Δh / Interval = 0Jumlah Grade = Δh / Interval = 1 D' = D / Jml Grade = 0.010D' = D / Jml Grade = 1.529

4 D = 13.50D = 9.00 9 Δh = -0.02Δh = 0.01 Jumlah Grade = Δh / Interval = -2Jumlah Grade = Δh / Interval = 1 D' = D / Jml Grade = -6.000D' = D / Jml Grade = 9.000

8 D = 5.70Δh = 0.00Jumlah Grade = Δh / Interval = 0D' = D / Jml Grade = #DIV/0!

PENGUKURAN KONTUR

PENGIPASAN CP5Interval 0,01Pengipasan : D = 7.00

1 D = 10.40 Δh = 0.30Δh = -0.52 5 Jumlah Grade = Δh / Interval = 30Jumlah Grade = Δh / Interval = -52 D' = D / Jml Grade = 0.233D' = D / Jml Grade = -0.200

D = 7.002 D = 14.80 Δh = 0.09

Δh = -0.51 6 Jumlah Grade = Δh / Interval = 9.5Jumlah Grade = Δh / Interval = -51.4 D' = D / Jml Grade = 0.737D' = D / Jml Grade = -0.288

D = 18.503 D = 13.20 7 Δh = -0.50

Δh = -0.53 Jumlah Grade = Δh / Interval = -49.75Jumlah Grade = Δh / Interval = -52.6 D' = D / Jml Grade = -0.372D' = D / Jml Grade = -0.251

4 D = 11.00Δh = -0.03Jumlah Grade = Δh / Interval = -3D' = D / Jml Grade = -3.667

P O L Y G O N

FAKULTAS TEKNIK UMS PENGUKUR : KELOMPOK 4 ALAT UKUR : THEODOLIT HALAMAN :

JURUSAN SIPIL DAERAH : GEDUNG J TANGGAL : 24-Apr-11 NO :

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

Pembacaan Benang Pembacaan Sudut Jarak Jarak Koreksi Jarak KoreksiAzimut

Δ X' = Koreksi Δ X = Δ Y' = Koreksi Δ Y = Koreksi

No. PesawatTengah

Atas Sudut Sudut Sudut Optis Datar Jarak Datar sudut Δα H = Sudut D sin ψKx =

Δ x' + D cos ψKy =

Δ y' + + + ( TP- BT) kV =

Tinggi Ket.

Titik Tinggi BA Horisontal Horisontal Vertikal D' = 100x D =

Δ D

Σα H - 180º ΣαHB-[(n-2)180º] α HB - Δα H ψ = Kx Ky ΔY ΔV' + Titik

TP BTBawah Biasa Luar Biasa

α V (BA-BB) D' sin αV2 n ψ awal + - Σ ΔX' - Σ ΔY' Cos α V - Σ ΔV' KV

BB α HB α HLB 180 - α H n n n

0.000 0.000 22.000 BM

CP 1 1.280 1.405 00° 00' 00'' 25.0 25.0 0 25.0 00° 00' 00'' -00º 01' 11.67'' 128º 34' 21.67" 24.446 0.021 24.467 -5.232 -0.137 -5.369 24.467 -5.369 0.260 -0.010 0.250 22.250 CP 1

BM 1.540 1.155 90º 00' 00''

CP 5 0.900 1.100 128°33'10" 231°26'50" 40.0 40.0 0 40.0

0.700

BM 1.815 2.000 00° 00' 00'' 37.0 37.0 0 37.0 00° 00' 00'' -00º 01' 11.67'' 166º 07' 11.67" 33.266 0.021 33.287 -16.197 -0.137 -16.334 57.754 -21.703 -0.315 -0.010 -0.325 21.926 CP 2

CP 1 1.500 1.630 90º 00' 00''

CP2 1.750 1.875 166°06'00" 193°04'00" 25.0 25.0 0 25.0

1.625

CP 3 1.358 1.515 00° 00' 00'' 31.5 31.5 0 31.5 00° 00' 00'' -00º 01' 11.67'' 115º 16' 51.67" -0.373 0.021 -0.352 -31.497 -0.137 -31.634 57.403 -53.338 0.153 -0.010 0.143 22.069 CP 3

CP 2 1.510 1.200 90º 00' 00''

CP 1 1.145 1.330 115°15'40" 244°44'20" 37.0 37.0 0 37.0

0.960

CP 4 1.365 1.755 00° 00' 00'' 78.0 78.0 0 78.0 00° 00' 00'' -00º 01' 11.67'' 91º 16' 31.67" -77.996 0.021 -77.975 -0.810 -0.137 -0.947 -20.572 -54.285 0.065 -0.010 0.055 22.124 CP 4

CP 3 1.430 0.975 90º 00' 00''

CP 2 1.503 1.660 91°15'30" 268°44'30" 31.5 31.5 0 31.5

1.345

CP 5 0.905 1.060 00° 00' 00'' 31.0 31.0 0 31.0 00° 00' 00'' -00º 01' 11.67'' 109º 05' 31.67" -10.404 0.021 -10.383 29.201 -0.137 29.064 -30.955 -25.221 0.515 -0.010 0.505 22.630 CP5

CP 4 1.420 0.750 90º 00' 00''

CP 3 1.490 1.880 109°04'20" 250°55'40" 78.0 78.0 0 78.0

1.100

BM 2.030 2.230 00° 00' 00'' 40.0 40.0 0 40.0 00° 00' 00'' -00º 01' 11.67'' 109º 39' 21.67" 30.934 0.021 30.955 25.358 -0.137 25.221 0.000 0.000 -0.620 -0.010 -0.630 22.000 BM

CP 5 1.410 1.830 90º 00' 00''

CP 4 1.920 2.075 109°38'10" 250°21'50" 31.0 31.0 0 31.0

1.765

120º 14' 20''

Σ αHB = Σ Δα H = Σ(αHB-ΔαH) = Σ Δ X' = Σ kx = Σ Δ X = Σ ΔY' = Σ ΔY = Σ ΔV' = Σ kV = Σ ΔV =

719º 52' 50" -00º 07' 10'' 720º 00' 00'' -0.127 0.127 0.000 0.823 -0.823 0.000 0.057 -0.057 0.000

1 rad = 360º / 2∏

= 57.296

X = X o Y = Yo ΔV' =ΔV =

D ± Δ D

ΔX ± D

102°04'51.67''

115°57'29,90''

180°40'48,30''

269°24'11,67''

340°18'45''

50°39'23,43''

Σ ky =

0.000 0.000

24.467 -5.369

57.754 -21.703

57.403 -53.338

-20.572 -54.285

-30.955 -25.221

0.000 0.000

-40.000 -20.000 0.000 20.000 40.000 60.000 80.000

-60.000

-50.000

-40.000

-30.000

-20.000

-10.000

0.000

2

3

45

6

7

GRAFIK HUBUNGAN ANTARA X DAN Y

X (meter)

Y (m

eter

)

-40.000 -20.000 0.000 20.000 40.000 60.000 80.000

-60.000

-50.000

-40.000

-30.000

-20.000

-10.000

0.000

2

3

45

6

7

GRAFIK HUBUNGAN ANTARA X DAN Y

X (meter)

Y (m

eter

)


Jl. A. Yani Pabelan Kartasura Telp ( 0271 ) 717417-219 Tromol Pos I Surakarta 57162

DATA POLIGON

Tempat Tinggi Titik Benang Jarak Pembacaan Sudut KeteranganPesawat Alat Tujuan Atas Tengah Bawah ( m ) Y

1 2 3 4 5 6 7 8 9 10 11

BM 1.540CP1 1.405 1.280 1.155 25.000

128°33'10" 231°26'50"CP5 1.100 0.900 0.700 40.000

CP 1 1.500BM 2.000 1.815 1.630 37.000

166°06'00" 193°04'00"CP2 1.875 1.750 1.625 25.000

CP 2 1.510CP3 1.515 1.358 1.200 31.500

115°15'40" 244°44'20"CP1 1.330 1.145 0.960 37.000

CP 3 1.430CP4 1.755 1.365 0.975 78.000

91°15'30" 268°44'30"CP2 1.660 1.503 1.345 31.500

CP 4 1.420CP5 1.060 0.905 0.750 31.000

109°04'20" 250°55'40"CP3 1.880 1.490 1.100 78.000

CP 5 1.41BM 2.230 2.030 1.830 40.000

109°38'10" 250°21'50"CP4 2.075 1.920 1.765 31.000

aH dalam aH luar

102°03'40''

data theodolite

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