User Manual

Total Station Manual
210
11. Attachment A Road calculation example
z Horizontal Curve
1.Element
Ł
Input elements
NO. Element Start X Start Y Azimuth Length Radius
1 Line 1099877.123 4578452.654 120.30250 88.12
2 Tran.Curve 100 200
3 Circular Curve 80 200
4 Tran.Curve 50 200
5 Tran.Curve 45 -150
6 Circular Curve 125 -150
7 Tran.Curve 62 -150
8Line 30
ł
Calculate Middlepile coordinate interval

25
Calculated value
12 3LOH ; <
1 0.000 1099877.123 4578452.654
2 25.000 1099864.432 4578474.193
3 50.000 1099851.741 4578495.732
4 75.000 1099839.050 4578517.272
5 88.120 1099832.390 4578528.575
6 100.000 1099826.347 4578538.804
7 125.000 1099813.310 4578560.134
8 150.000 1099799.305 4578580.839
9 175.000 1099783.746 4578600.395
10 188.120 1099774.794 4578609.984
11 200.000 1099766.173 4578618.155
12 225.000 1099746.535 4578633.600
13 250.000 1099725.125 4578646.476
14 268.120 1099708.688 4578654.087
15 275.000 1099702.279 4578656.588
16 300.000 1099678.498 4578664.280