⑤
Several methods to define
PtID of reference line are
available.
※
2)
~※
3).
A
:
Press [LIST], in Pt Search
dialog, press
to call up PtID
directly from job.
: Input PtID, and press
EARCH] to see whether the
oint exists in job. If yes,
roceed the next procedure; if
not, you need to input the
coordinate of known point first.
C: Press [ENH] and input a PtID
that does not exist in job.
[F3]
Input PtID
+
[F2]
[F4]
[F4]
[F1]
A
:
Press[LIST],dispatch directly point name
from Job
B
:
Input point name ,press[SEARCH]
C
:
Press[ENH] to input E,N,Z coordinate.
【
Line Offset Meas
】
B
[S
p
p
D
:
10
1.000 m
PtI
R.HT
:
△
Loff
:
. m
△
Toff
:
. m
△
:
. m
Ⅰ
All DIST RECORD
↓
BACK EDM LIST
↓
ENH VIEW SEARCH
∣←
【
Pt Search
】
1/10
1 Known
2 Known
11 Known
15 Measurement
21 Measurement
22 Measurement
VIEW ENH JOB OK
【
Pt Search
】
1/2
1 Known
2 Meas.
VIEW ENH JOB OK
【
Coordinate Input
】
Job
:
SANDING
PtID
:
2
Y/E
:
---.--- m
X/N
:
---.--- m
H
:
---.--- m
BACK OK
⑨
Display the offset of latitu
and longitude of this known
point or measurement po
related to reference line.
de
int
【
Line Offset Meas
】
PtID
:
10
R.HT
:
2.000 m
△
Loff
:
0.425 m
△
Toff
:
-2.037 m
△
:
2.010 m
Ⅰ
All DIST RECORD
↓
※
1)The way to define base line
※
2) To re-defin
※
3)To see the in
is referred to“5.12.1.1Definition of Base Line”.
e reference line, press [F1]([BACK]).
formation of known points or measurement points, press [F2]([EXAMINE]).
5.12.1.4 Orthogonal Stake-Out
User can enter longitudinal, transverse and height offsets for the target points to be set-out
related to the reference line. The program calculates the difference between a measured point and
120
Содержание STS-750
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