Peri RCS P, Instructions For Assembly And Use, Page: 44 / 172

40
37
1
4
15
39
2
98
39.1
8
B
44
B2 Planning the Units
Planking
Platform planking
Load Class 2 working scaffold
max. load 150 kg/m² corresponds to
DIN EN 12811-1
Solid Wood Strength Class C24 -
EN 338 (Coniferous Wood Grade S10).
Minimum dimensions of the planking:
w x d = 24 x 4 cm
Dimension B depends on the dimen-
sions of the Girder (40) as well as the
overhang of the decking above the
Climbing Rails.
Alternatively:
Solid Wood Strength Class C16 -
EN 338 (Coniferous Wood Grade S7).
Minimum dimensions of the planking:
w x d = 24 x 5 cm
For use as safety scaffold for
heights up to 3.00 m, decking with
planks w × d = 24 × 4.5 cm is re-
quired - see DIN 4420-1
Toeboards:
Toeboards made of Solid Wood C24
(softwood S10).
Minimum dimensions:
w x d = 3 x 15 cm.
When using planking with a lower
strength class or plywood sheets, stat-
ic verification is required!
Components
1 Enclosure Post
2 Climbing Rail
8 Crane Eye BR-2 2.5 t
37 Working platform decking
(planks)
39 Toeboard
39.1 Angle Bracket 90°
40 Girder (timber)
98 TSS-Torx 6 x 80
Fig. B2.02
Fig. B2.03
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration