43
5.4.3.3. Stability test on H18SDX.
The worst case overturning moment applied representing the least favorable loads and forces combined is:
Single extension:
Double extension:
3630 m.daN which is represented by a load of
230 kg applied as shown below with the elevating
work platform on a 3.5º side slope.
3475 m.daN which is represented by a load of
220 kg applied as shown below with the elevating
work platform on a 3.5º side slope.
Picture 18 : Simulation test on H18SD single
extension.
Picture 19 : Simulation test on H18SD double
extension.
5.5.
INTERVENTION ON SCISSORS.
For any intervention on scissors, the two stops provided must
be used:
•
Raise the platform in order to get enough clearance to
dispose the stops.
•
Unlock both security bars and rotate it in the right position.
•
Lower platform until upper axis rest on stops fork.
•
During entire intervention press in emergency stop button.
Photo 19 : Security bar.
WARNING:
Do not carry out any intervention if the scissors are not locked by both security bars.
No loads on the platform while scissors are locked.
Содержание H12 SD
Страница 13: ...12 2 4 2 H15SD H15SDX Picture 5 H15SD Single extension work area Picture 6 H15SD Double extension work area ...
Страница 14: ...13 2 4 3 H18SD H18SDX Picture 7 H18SD Single extension work area Picture 8 H18SD Double extension work area ...
Страница 15: ...14 2 5 OVERALL DIMENSIONS 2 5 1 H12SD H12SDX Picture 9 H12SD overall dimensions stabilisation option ...
Страница 16: ...15 2 5 2 H15SD H15SDX Picture 10 H15SD overall dimensions stabilisation option ...
Страница 17: ...16 2 5 3 H18SD H18SDX Picture 11 H18SD overall dimensions ...
Страница 48: ...47 Picture 20 H12SD H15SD Diagram B15087 b ...
Страница 50: ...49 Picture 21 H12SDX H15SDX Diagram B15032 b ...
Страница 52: ...51 ...