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5.4.3.1. Stability test on H12SD.
The worst case overturning moment applied representing the least favorable loads and forces combined is:
Single extension:
Double extension:
2997 m.daN which is represented by a load of
310 kg applied as shown below with the elevating
work platform on a 5.5º side slope.
2722 m.daN which is represented by a load of
281 kg applied as shown below with the elevating
work platform on a 5.5º side slope.
Picture 14 : Simulation test on H12SD single
extension.
Picture 15 : Simulation test on H12SD double
extension.
5.4.3.2. Stability test on H15SD.
The worst case overturning moment applied representing the least favorable loads and forces combined is:
Single extension:
Double extension:
3306 m.daN which is represented by a load of
260 kg applied as shown below with the elevating
work platform on a 5.5º side slope.
2925 m.daN which is represented by a load of
230 kg applied as shown below with the elevating
work platform on a 5.5º side slope.
Picture 16 : Simulation test on H15SD single
extension.
Picture 17 : Simulation test on H15SD double
extension.
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 ...