Transfer Of Horizontal Loads From A Casting Segment - Peri SKYDECK Instructions For Assembly And Use

A7 Horizontal bracing

Transfer of horizontal loads from a casting segment

Example 1
Open building edge on one side
Bracing in one building direction. (Fig. A7.05)
Values: see Table A14.01.
Requirements
– Load Case Combination LFK 1:
Concreting
– Load Case Combination LFK 2: Storm
– Slab thickness d = 25 cm
– Panel span = 1.50 m
– 1 edge area
– 9 inner bays
Number of chains
– The load case combination which re-
sults in the biggest value is decisive.
– Permissible horizontal component of
the tension load on the anchor chain
= 3 kN x cos 60° = 1.5 kN. (Fig. A7.04)
1.50 kN
Fig. A7.04
Fig. A7.06
Horizontal Load
Load
c = 1.50 m
Slab according
thickness to DIN from
EN 12812 stopend
[cm]
[kN/m²] formwork
pressure
25 7.83 1.430
Excerpt from Table A14.01
40
Calculation
Load Compilation LFK 1 Concreting
1 x H edge area
load
2.447 kN
Load Compilation LFK 2 Storm
1 x H edge area
load
1.291 kN
Number of chains
∑H = 1.588 kN < 7.307 kN
LFK 1 Concreting is decisive
n = ∑H / perm. tension force of chain
chain
= 7.31 kN : 1.5 kN = 4.87 chains = 5 chains
2.447 0.54
Chain 1
Fig. A7.05
2.447 kN 0.54 kN
[kN] Load Case Combination LFK 1: Concreting*
edge area
Horizontal Load
c = 0.75 m
inner bay
from
Panel span Panel span
stopend
formwork c = 1.50 m c = 0.75 m
pressure
0.715 0.540 0.270
+ 9 x H inner bay
load
+ (9 x 0.54 kN)
+ 9 x H inner bay
load
+ (9 x 0.033 kN)
0.54 0.54 0.54
Chain 2 Chain 3
0.54 kN
[kN] Horizontal Load [kN] Horizontal Load
edge area
Panel span Panel span
Panel span
c = 1.50 m c = 0.75 m c = 1.50 m
2.447 1.224
Instructions for Assembly and Use – Standard Configuration
= ∑H
= 7.307 kN
= ∑H
= 1.588 kN
0.54 0.54 0.54 0.54
Chain 4 Chain 5
0.54 kN
Load Case Combination LFK 2: Storm**
[kN] Horizontal Load
inner bay
Panel span Panel span
c = 0.75 m c = 1.50 m
0.033 0.016 1.291
SKYDECK Panel Slab Formwork
0.54 kN
[kN]
edge area
Panel span
c = 0.75 m
0.645