
DBF01O04.docx
(MAVIG #7111730)
page 11 of 22
3.1.
S
ECURE
C
EILING
A
NCHORAGE
In all cases a civil or structural engineer must be consulted to make sure that the ceiling
is capable of safely carrying the loads shown in Fig.6:
The screws used to attach the system to the ceiling are not part of the system.
The substructure shall be fastened to the ceiling with following specifications:
o
The maximum axial load per bolt will not exceed 7210N.
o
The maximum Shear load per bolt will not exceed 957N.
o
The maximum pullout force shall be calculated in accordance with local
building codes and it is part of structural analysis done by customer.
Fig. 6