15
5 Installation 5
5.3 Floor Load 5.3
The place of installation must be designed according to the specified floor load. This consists of:
Static load = machine weight + max. solvent filling and
Dynamic load = cage centrifugal force with normally distributed, spin-damp garments.
Do not forget to take into account the centrifugal forces that arise during the spin processes,
according to the local conditions (ground, supporting walls, etc.).
No resonance is permitted.
Please consult building specialists.
5.3.1 Dimensions
P25-P30
P25 P30
Depth* mm (in) 1270 (50.0) 1270 (50.0)
Width* mm (in) 1410 (55.5) 1410 (55.5)
Portion of the floor surface for force
transmission
m
2
(ft
2
) 1.8 (19.4) 1.8 (19.4)
Weight without solvent kg (lb) 1530 (3373.6) 1560 (3439.8)
Weight with solvent (stat. load) kg (lb) 2100 (4630.5) 2130 (4696.6)
Cage centrifugal force (dyn. load) N (lb) 9400 (2113)** 11300 (2540)**
Floor load (stat. + dyn. load) N/m
2
(lb/ft
2
) 16600 (346.8)** 17800 (371.8)**
* Portion of the machine dimensions that is decisive for the size of the cage centrifugal force and floor
load.
** Calculated with:
- 25 kg (55.1 lb) or 30 kg (66.1 lb) load weight, with 50 % unevenly distributed
- Mixed outer clothing
- EBS
- 400 rpm
Building specialists will find the best solution, from both a structural and economic point of view, for
the design of the foundation, taking into consideration the system or machine-related conditions and
the local particulars.
Use a load dispatcher frame if the permissible load for your floor is not sufficient.
P25/P30
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