Filler Plates, Forming Around Columns - Peri SKYDECK Instructions For Assembly And Use

A17 SKYDECK

Filler plates, forming around columns

Perm. width B [m] of the filler plate
Case 1
Slab
Fin Ply 21 mm
thickness
Spruce 400
d [m]
parallel/cross
0.14 0.65
0.16 0.62
0.18 0.60
0.20 0.58
0.22 0.57
0.24 0.55
0.25 0.55
0.26 0.54
0.28 0.53
0.30 0.52
0.35 0.49
0.40 0.47
0.43 0.46
0.45 0.46
0.50 0.44
0.52 0.44
0.55 0.43
0.60 0.42
0.65 0.41
0.70 0.40
0.75 0.39
0.80 0.39
0.85 0.38
0.90 0.37
0.95 0.37
1.00 0.36
1.05 0.36
1.09 0.35
Note:
Deflection single span beam B/300.
Perm. span L [m] of the Edge Main Beams
Beam used
0.20 0.30
GT 24 4.61 3.93
VT 20 3.89 3.32
KH 10/16 3.79 3.23
Perm. width B [m] of the filler plate max. 0.40 m
76
Case 2
Fin Ply 21 mm
Spruce 400
parallel/cross
0.71
0.69
0.68
0.65
0.64
0.63
Case 1
0.61
0.61
0.60
0.59
0.58
0.56
0.54
Filler Timber SPH
0.53
or Edge Beam
0.52
SRT-2
0.51
0.51
0.50 Case 2
0.49
0.48
0.47
0.46
0.46
Combihead
0.45
SCK
0.45
0.44
0.44
Filler Timber SPH
0.43
or Edge Beam
SRT-2
Slab thickness [m]
0.40 0.50 0.60 0.70
3.45 3.12 2.86 2.66
2.92 2.63 2.42 2.22
2.84 2.56 2.35 2.10
L
B
B
max. 10 cm
0.80 0.90 1.00 1.05 1.09
2.51 2.26 2.06 1.97 1.91
1.97 1.78 1.62 1.55 1.50
1.86 1.68 1.53 1.46 1.42
L
Instructions for Assembly and Use – Standard Configuration
Perm. width of influence e
for shuttering columns
Panel 150
Slab
L/500 = 3 mm L/500 = 1,5 mm
thickness
SRT-2 SPH
d [m]
0.14 1.14 0.49
0.16 1.01 0.43
0.18 0.90 0.38
0.20 0.81 0.35
0.22 0.74 0.32
0.24 0.68 0.29
0.25 0.65 0.28
0.26 0.63 0.27
0.28 0.59 0.25
0.30 0.55 0.23
0.35 0.47 0.20
0.40 0.41 0.18
0.43 0.39 0.16
0.45 0.37 0.16
0.50 0.33 0.14
0.52 0.32 0.14
0.55
0.60
0.65
0.70
0.75
0.80
0.85
0.90
0.95
1.00
1.05
1.09
e
B
Filler Timber SPH or
Edge Beam SRT-2
SKYDECK Panel Slab Formwork
[m]
B
Panel 75
SRT-2 SPH
1.70 0.72
1.63 0.69
1.48 0.63
1.43 0.61
1.35 0.57
1.25 0.53
1.16 0.49
1.08 0.46
1.01 0.43
0.96 0.41
0.91 0.38
0.86 0.37
0.82 0.35
0.78 0.33
0.75 0.32
0.73 0.31