Technical data

Rittal Modular Safe LMS 9.3 Location surroundings
We reserve the right to make technical changes Version 2.2
Operator Manual Page 20
If the floor construction does not correspond to DIN 1055, then a static calculation must be
made before the Modular Safe LMS 9.3 is assembled, so as to ascertain whether the safe may
be erected at the chosen site.
If the floor construction does correspond to DIN 1045, then the Modular Safe LMS 9.3 may be
assembled, without a special static calculation, in such rooms listed in Section 3 of DIN 1055.
That is:
5a Housing space with a partition supplement for single plank walls or brick walls
(115 mm thickness).
6b Office space with a partition supplement for single plank walls and brick walls
(115 mm).
7a-10 All other rooms by higher payload according to DIN 1055.
Especially sales rooms of over 50m², training rooms, workshops, laboratory build-
ings, meeting rooms, archives, file rooms, restaurants etc. belong in this category.
The average floor load capacity of the Modular Safe LMS 9.3 may not exceed that al-
lowed for the floor.
DANGER
Risk of Collapse
Failure of the building’s structural statics can result in serious injury or
death.
Before installing the Modular Safe, ensure that the building meets the requi-
red structural statics.
The Modular Safe must only be installed in locations where the building’s
structural statics are adequately high.
This is calculated with the following formula:
working load + (traffic area – load surface) x payload
traffic area
average floor load capacity =