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Screw anchor pull-out forces
Pull-out forces state the force required for pulling a screw out of the wall. No difference is
made between the screw plus screw anchor coming out of the wall, the screw breaking or
the brickwork failing.
The pull-out forces state the maximum tensile force that may be exerted on the screw and/
or screw anchor.
The fixing material must be selected to match the fitting base, type of fitting and pull-out
forces.
The values in the table are stated in kN and express the pull-out force of the anchor (screw /
screw anchor) which is subjected to the highest tension.
The values are calculated for an anchor in unbroken concrete.
The selection of the most suitable fixing material depends on the type of fitting base and its
physical condition. The fitter is responsible for checking the fitting base prior to fitting the
awning.
The screw anchor pull-out forces are calculated on the basis of Wind Resistance Class 1 in
accordance with the EN 13561 and EN 1932 standards.
WALL INSTALLATION
Extraction load on anchoring
devices (kN)
XXX
cm
250
300
350
400
450
500
550
600
160
1,38
1,63
1,89
2,14
2,39
2,65
2,90
3,15
210
2,63
3,04
3,44
3,85
4,26
4,66
5,07
260
4,44
5,03
5,63
6,23
6,82
7,42
310
6,95
7,77
6,07
6,65
7,22
360
7,61
8,35
6,30
6,80
410
7,26
7,87
8,49
435
8,73
9,41
CEILING INSTALLATION
Extraction load on anchoring
devices (kN)
XXX
cm
250
300
350
400
450
500
550
600
160
1,46
1,72
1,99
2,26
2,53
2,79
3,06
3,33
210
2,74
3,16
3,58
4,01
4,43
4,85
5,28
260
4,58
5,19
5,81
6,42
7,04
7,65
310
7,13
7,97
6,25
6,83
7,42
360
7,79
8,56
6,48
6,98
410
7,43
8,06
8,69
435
8,92
9,62
XXX
cm
XXX
cm
Screw anchor pull-out forces
Содержание Aedis 2000
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