Sanding STS-750, Руководство пользователя

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③ Input PtID of the end point 3
f baseline, and press [ENT].
Input end
PtID of
baseline
+
[ENT]
【 Extention 】
Define Extention!
o
Point 1 ： 20
Point 2
：
22
H-Dist : ---.---
m
electt Base Pt!
Base Pt ： --- --- ---
S
AB
S ALC A MEA C SE RCH
↓
④
Input the horizontal distance
between extended point and
start point or end point, and
press [ENT]
Input H-Dist
+
[ENT]
Extention 】
Define Extention!
Point 1 ： 20
Point 2
：
22
【
H-Dist : 20.000 m
Selectt Base Pt!
Base Pt ： 20
AB
MEAS CALC SEARCH ↓
⑤ Press navigation key 【
Extention
】
Define Extention!
20
Point 2 ： 22
to
select the base points of
extended point and the point
related to horizontal distance,
i.e. to decide whether the
horizontal distance is the
distance between extended
point and start point or end
Point 1
：
H-Dist : 20.000 m
Selectt Base Pt!
Base Pt
： 20
AB
MEAS CALC SEARCH ↓
point.
⑥ Press [F2] ([CALC]) to
display the result.
To stake out this point, input
new PtID, and press [F1] to
start staking out . ※ 2)
To save the data, press [F4].
To quit the result menu, press
[F2]
【
oint COGO New P
】
New Point ：
Y 20.000 m
X 25.000 m
/E ：
/N ：
[ESC] to return to data
inputting menu, and re-input
the data.
STAKE RECORD
※ 1) There are four methods to input the known PtID. Please refer to procedure ② of the last
section
“
5.8.1.1Traverse
”
.
※ 2) The stake-out operation of i to that of ced
previously. Please refer to “5.8.1.1 T
s similar
averse”.
Traverse”, which has been introdu
r
5.9 TIE DISTANCE
computes slo , horizontal distance, height difference
and azimuth of two target points measured online, selected from the internal memory or entered
m
U
n two diff nt methods:
[F1] Polygonal (A-B, B-C)
The application Tie Distan
anually.
ser can select betwee
ce pe distance
ere
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