Leica Geosystems GPS System 500 - Technical Reference Manual - Manual (Page 213)

213 7. Measuring with System 500 Technical Reference Manual-4.0.0en
Start+Endpoint
The Line is defined between two
points.
Either:
1. Enter the coordinates and height
of each point.
or
2. Use the IMPRT (F3) key to
import any point contained in the
Job you are using. Make sure
that one of the entry fields for
the point (start or end point) you
wish to define is highlighted,
press IMPRT (F3), select the
point from the list and press
CONT (F1).
Start+Dst+Bg+%
The line is defined by a start point, a
horizontal distance and bearing from
the start point and a percentage slope
value.
Enter/Select LocalE, Local N and
Ortho Hgt for the start point as
described in Start+Endpoint.
Enter the horizontal Distance to the
end point. This end point will be an
artificial point. If no value other than
zero is given, a default of 100m will
be taken.
Enter the horizontal Bearing to the
end point, through which the line
passes.
Enter the Slope percentage value.
This is defined as described in the
diagram.
Start+Dst+Bg+H/V
The line is defined by a start point, a
horizontal distance and bearing from
the start point and the ratio of
horizontal increment over vertical
increment.
Enter/Select LocalE, Local N and
Ortho Hgt for the start point as
described in Start+Endpoint.
Enter the horizontal Distance to the
end point. This end point will be an
artificial point. If no value other than
zero is given, a default of 100m will
be taken.
Enter the horizontal Bearing to the
end point, through which the line
passes.
Enter the Slope H/V values. These
are defined as described in the
diagram.