Peri SKYDECK - A14 Horizontal loads with Slab Props PEP

65
c = 1.50 m c = 0.75 m
14 5.13 0.518 0.259 0.354 0.177 1.349 0.675 0.033 0.016 1.232 0.616
16 5.62 0.650 0.325 0.388 0.194 1.516 0.758 0.033 0.016 1.232 0.616
18 6.11 0.798 0.399 0.422 0.211 1.697 0.849 0.033 0.016 1.232 0.616
20 6.60 0.960 0.480 0.455 0.228 1.893 0.947 0.033 0.016 1.232 0.616
22 7.0 9 1.137 0.568 0.489 0.245 2.104 1.052 0.033 0.016 1.256 0.628
24 7.58 1.328 0.664 0.523 0.262 2.329 1.165 0.033 0.016 1.279 0.639
25 7.83 1.430 0.715 0.540 0.270 2.447 1.224 0.033 0.016 1.291 0.645
26 8.07 1.535 0.767 0.557 0.278 2.569 1.285 0.033 0.016 1.302 0.651
28 8.56 1.756 0.878 0.591 0.295 2.824 1.412 0.033 0.016 1.326 0.663
30 9.05 1.991 0.996 0.624 0.312 3.094 1.547 0.033 0.016 1.349 0.675
35 10.38 2.701 1.351 0.716 0.358 3.895 1.948 0.033 0.016 1.408 0.704
40 11.73 3.528 1.764 0.809 0.405 4.815 2.408 0.033 0.016 1.466 0.733
43 12.54 4.077 2.039 0.865 0.433 5.425 2.712 0.033 0.016 1.501 0.751
45 13.08 2.233 0.451 2.926 0.016 0.762
50 14.43 2.756 0.498 3.500 0.016 0.792
55 15.77 3.335 0.544 4.129 0.016 0.821
60 17.12 3.969 0.591 4.814 0.016 0.850
65 18.47 4.658 0.637 5.553 0.016 0.879
70 19.82 5.402 0.684 6.347 0.016 0.909
75 21.08 6.152 0.727 7.145 0.016 0.938
80 22.30 6.930 0.769 7.9 68 0.016 0.967
85 23.53 7.754 0.812 8.838 0.016 0.996
90 24.75 8.623 0.854 9.753 0.016 1.026
A14 Horizontal loads with Slab Props PEP
System with Drophead SFK or Prop-
head SSK and Main Beam SLT 225
– Horizontal loads per boundary bay
are determined for an open build-
ing edge on one side!
– Bolt Drophead SFK to Slab Prop
PEP!
– Increase prop loads in the braced
areas by ΔV = 2.60 kN!
* Load case combination LFK 1: working operations + tilting position + stopend formwork
pressure + working wind speed.
** Load case combination LFK 2: tilting position (without concrete load) + maximum wind speed
[before concreting].
Slab
thickness
[cm]
Load
according
to DIN
EN 12812
[kN/m²]
Horizontal Load
edge area
[kN] Load case combination LFK 1: Concreting* Load case combination LFK 2: Storm**
Horizontal Load
inner bay
[kN] Horizontal Load
edge area
[kN] Horizontal Load
inner bay
[kN] Horizontal Load
edge area
[kN]
from stopend
formwork
pressure
from stopend
formwork
pressure
Panel
span
c = 1.50 m
Panel
span
c = 0.75 m
Panel
span
c = 1.50 m
Panel
span
c = 0.75 m
Panel
span
c = 1.50 m
Panel
span
c = 0.75 m
Panel
span
c = 1.50 m
Panel
span
c = 0.75 m
Table A14.01
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDEKC AuV_ex_791458.indb 65 13.12.16 16:58