GEDA 300Z - 3.9.3 Anchoring forces

GEDA
®
300 Z / ZP
Page 22 of 101 Rev.: 001
BL 121 EN Translation of the original operating manual 2011 / 05
3.9.3 Anchoring forces
The anchoring forces must be reliably absorbed by the building structure / scaffolding. This
may need to be checked by a qualified construction professional. The choice of fastening
elements depends on the prevailing conditions (wall plugs / through-bolts).
The anchoring forces can be taken from the table below. The table specifies peak forces
for the assembly geometry shown, which do not yet include any safety factors. The appro-
priate anchoring forces must be requested if the assembly geometry shown is changed.
Assembly in front of a wall
A = 1.1 m; B = 1.58 m; C = max. 0.2 m
Top anchor point
(Mast projection 3 m)
Other anchor points
(or top anchor point without
mast projection)
Wind region F
x
F
y
F
x
F
y
A / B / C 5.4 kN 7.4 kN 3.3 kN 4.6 kN
D 6.8 kN 9.1 kN 4.2 kN 5.6 kN
E 8.6 kN 11.5 kN 5.3 kN 7.0 kN