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ABB IRB 2000 - Foundation Loads

ABB IRB 2000
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3.2
Foundation loads
Force
Fxy
Fz (upstanding)
Fz (suspended)
Moment
Mxy
Mz
Fatigue load
(Operation)
±1600 N
3500±1000N
-3500±1000N
± 3100 Nm
±600Nxn
Max. load
(Emergency stop)
±2900N
3500± 1900N
- 3500 ±1900 N
±5300Nm
± 1500 Nm
Fxy resp. Mxy refers to a arbitrary directed vector in the xy - plane.
z
Installation IBB 2000
8

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