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C2 Actions
Live loads
The permissible live load for the rein-
forcement scaffold is 2.0 kN/m² as
uniformly distributed load over one
scaffolding level (corresponds to Load
Class 3 according to DIN EN 12811).
If work is carried out on several scaf-
folding levels at the same time, then
the total load must not exceed the per-
missible load of 3.0 kN m² (2.0 kN/m²
on one level + 1.0 kN/m² on an adja-
cent level).
Wind loads
Reaction forces and anchor forces for
unclad reinforcement scaffold erected
in front of a closed facade are deter-
mined under the following assump-
tions:
Ledger UHV 150
q = 0.2 kN/m² working wind load
according to DIN EN 12811-1.
Ledger UHV 250
q = 0.2 kN/m² working wind load
according to DIN EN 12811-1.
q = 0.1 kN/m² wind according to
DIN EN 1004.
Base Beam UVA 250
q = 0.2 kN/m² working wind load
according to DIN EN 12811-1.
For free-standing reinforcement
scaffold:
(pressure support)
For reinforcement scaffold anchored at
the top: (anchor positioned directly un-
der the highest deck level)
PERI UP Flex Reinforcement Scaffold 75 and 100
Instructions for Assembly and Use – Standard Configuration
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