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13. SETTING INSTRUMENT STATION
8. Input coordinates for the first known
point and press
[NEXT]
to move to the
second point.
• When
[LOAD]
is pressed, registered
coordinates can be recalled and
used.
"13.1 Entering Instrument Station
Data and Azimuth Angle
PROCEDURE Reading in
Registered Coordinate Data"
• Press
{ESC}
to return to the
previous known point.
9. Repeat steps 4 to 8 in the same way
from the second point.
When the minimum quantity of
observation data required for the
calculation is present,
[CALC]
is
displayed.
Perform the following procedure
referring "13.2.2 Coordinate Resection
Measurement" steps 8 to 12.
• Order of RL observation in resection measurement is as follows:
(1) 1st point (R1
→
L1
→
coordinates input)
(2) 2nd point (L2
→
R2
→
coordinates input)
(3) 1st point (R3
→
L3
→
coordinates input)
.
.
When re-observe the 1st point, the order is as follows:
(1) 1st point (R1
→
L1
→
press
{ESC}
to cancel the result)
(2) 1st point (L1
→
R1
→
coordinates input)
2 0 . 0 0 0
1 s t P T
3 0 . 0 0 0
4 0 . 0 0 0
1 0 . 0 0 0 m
H R
REC
LOAD
NEXT
Resection 2nd L
SD
ZA
HA-R
8 0
1 2 0
3 0
1 0
1 0
0 0
MEAS
ANGLE
6 0 . 0 0 0
3 r d PT
2 0 . 0 0 0
5 0 . 0 0 0
1 0 . 0 0 0 m
H R
REC
LOAD
NEXT
CALC