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TABEL PERHITUNGAN KOORDINAT No X Y ΔX (X n+1 X n ) ΔY (Y n+1 Y n ) d √ΔX 2 +ΔY 2 Kuadran α arc tg ΔX/ΔY Azimuth Δ D ° ° A 122.670 45.704 490 26 490,689 3 I 86,9627 86 57 45,5 9 PI 1 123.160 45.730 31,923 9 31 55 25,9 7 290 -160 331,209 9 II 61,1134 118 53 11,6 PI 2 123.450 45.570 27,784 9 27 47 5,55 520 -10 520,096 1 II 88.8983 91 6 6,14 PI 3 123.970 45.560 10,681 6 10 40 53,7 6 474 80 480,703 65 I 80.4201 80 25 12,3 9 B 124.444 45.640 Tugas Rekayasa Jalan Raya

1. Tabel Koordinat

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TABEL PERHITUNGAN KOORDINAT

TABEL PERHITUNGAN KOORDINAT

NoXYX

(Xn+1 Xn)Y

(Yn+1 Yn)d

X2+Y2Kuadran

arc tg X/YAzimuthD

A122.67045.704

49026490,6893I86,9627865745,59

PI1123.16045.73031,9239315525,97

290-160331,2099II61,11341185311,6

PI2123.45045.57027,784927475,55

520-10520,0961II88.89839166,14

PI3123.97045.56010,6816104053,76

47480480,70365I80.4201802512,39

B124.44445.640

Tugas Rekayasa Jalan Raya