GEDA
®
1500 Z / ZP
Page 25 of 114
Rev.: 004
BL 076 GB
Translation of the original operating manual
2011 / 03
3.9.5
Anchoring forces
The anchoring loads must be safely absorbed by the building / scaffolding.
As necessary, this must be checked by a qualified building engineer. The
selection of attachment elements is dependent on the circumstances
(dowel / through bolts). For the anchoring loads, refer to the table below.
Details are given of the peak loads for the assembly geometry shown; they
do not include any safety factors. The appropriate anchoring forces must
be requested if the assembly geometry shown is changed.
The anchoring distance for all platforms is V = 10 m.
Assembly in front of wall
Platform A (
A
2
= 1.2 m; B
2
= 1.6 m; C
2
=0.28 m)
Top anchor point
Mast projection 6 m
Other anchor points
or uppermost anchoring
without mast projection)
Wind region
F
x
F
y
F
x
F
y
A/B
3.7 kN
6.4 kN
2.1 kN
3.9 kN
C
3.7 kN
6.4 kN
2.2 kN
4.1 kN
D
3.7 kN
6.4 kN
2.9 kN
5.4 kN
E
3.7 kN
6.4 kN
3.6 kN
6.9 kN
Platform B (
A
2
= 1.2 m; B
2
= 1.75 m; C
2
=0.28 m)
Top anchor point
Mast projection 2 m
remaining anchorings or
uppermost anchoring
without mast projection)
Wind region
F
x
F
y
F
x
F
y
A/B
3.7 kN
6.4 kN
2.1 kN
3.9 kN
C
3.7 kN
6.4 kN
2.2 kN
4.1 kN
D
3.7 kN
6.4 kN
2.9 kN
5.4 kN
E
3.7 kN
6.4 kN
3.6 kN
6.9 kN
Platform BS (
A
2
= 1.2 m; B
2
= 2.58 m; C
2
=0.28 m)
Top anchor point
Mast projection 2 m
remaining anchorings or
uppermost anchoring
without mast projection)
Wind region
F
x
F
y
F
x
F
y
A/B
2.9 kN
9.0 kN
1.8 kN
4.9 kN
C
2.9 kN
9.0 kN
2.2 kN
6.1 kN
D
2.9 kN
9.0 kN
2.9 kN
8.0 kN
E By
request
