13. SETTING INSTRUMENT STATION
80
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)
20.000
1st PT
30.000
40.000
10.000mHR
RECLOAD NEXT
Resection 2nd L
SD
ZA
HA-R
80
120
30
10
10
00
MEAS
ANGLE
60.000
3rd PT
20.000
50.000
10.000mHR
RECLOAD NEXT CALC
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