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.
Summary of Contents for H12 SD
Page 16: ...15 2 5 2 H15SD H15SDX Picture 10 H15SD overall dimensions stabilisation option ...
Page 17: ...16 2 5 3 H18SD H18SDX Picture 11 H18SD overall dimensions ...
Page 48: ...47 Picture 20 H12SD H15SD Diagram B15087 b ...
Page 50: ...49 Picture 21 H12SDX H15SDX Diagram B15032 b ...
Page 52: ...51 ...