Rlide R2 Series - Road Alignment Functions

79
e.
Once the plane is defined, the calculated
a and b values are updated as you move
the telescope. No distance
measurement is required.
a: Distance between P1 and the point
that is perpendicular to the target point
along the P1-P2 line
b: Length of the perpendicular line from
the target point to the P1-P2 line
Press [▼] to display other pages. As
shown in the right graph.
S-Plane
1/3
a:
-9.220m
b:
5.635m
* a: to P1 dist
b: to P1-P2 offs
2/3
S-Plane
2/3
N:
0.711m
E:
3.860m
Z:
-0.516m
* INT of collimator
and plane is XYZ
3/3
S-Plane
3/3
HA#
78°45’19”
VA#
167°30’26”
* Press [ENT] Rec.
f.
To record the point, press [ENT] on any
screen. Input PT and CD and then press
[ENT] in the dialog box shown as the
right graph.
[ENT]
HA:
78°45’19”
VA:
167°30’26”
SD:
13.333m
PT:
221
CD:
List
Stac
※1) If the plane is defined by two points, the vertical plane is the same as the plane used in the V-Pln function, but
the indicating factors are Sta and dZ, not a and b.
a
b
P1
P2
P3
7.7 ROADS
This program enables you to easily define a line or curve or spiral as a reference for measurements and
stake outs. It supports chainages, as well as incremental stake-outs and offsets.
Before starting road design and stake-out, user should set job, station, and orientation first.