Peri RCS P, Инструкция по сборке и эксплуатации, Страница: 36 / 172

V
Ax
N
A P
C
V
H
x
36
B1 Planning the Supporting Structure
Anchor forces
H
x
: horizontal force on the Slab Shoe
(positive: tension,
negative: compression)
V: vertical force on the Slab Shoe
V
AX
: anchor shear force
N
A
: anchor tension force
P
C
: support force of the slab
If the concrete slab is not suffi-
ciently stable, then a slab prop,
e.g. MULTIPROP, is to be installed
under the slab to provide load relief.
(Fig. B1.11)
– Slab props that have already been in-
stalled may fall over due to unsched-
uled load relief of the slab. Secure
slab props against falling over espe-
cially on the edge of the structure.
Take into consideration PERI expert
information "Design Chart for RCS
Climbing Protection Panel"!
– The load-bearing capacity of the Slab
Shoe RCS and anchoring must be
verified separately.
– The load-bearing capacity of the
anchoring depends on the type of
anchor, anchoring depth, edge dis-
tances and the concrete strength.
Deviating conditions may require the
installation of additional back-draft
reinforcement or reinforcement for
the edge surrounding.
– The contractor is responsible for the
correct transfer of the reaction forces
into the building structure.
Fig. B1.11
RCS P Climbing Protection Panel
Instructions for Assembly and Use – Standard Configuration