Variant Vertex 60, User Manual

Page: 18 / 46

18
VARIANT
FACTORY LTD.
Permitted
pressure
of fresh
concrete
Pour
height
H[m]
Anchor
force Z
[kN]
Spindle
force V
[kN]
Deformation
at top [mm]
Anchor
force Z
[kN]
Spindle
force V
[kN]
Deformation
at top [mm]
40kN/m
2
4.65 196 102 3 294 153 4
5.10 219 127 5 328 191 8
5.55 242 155 9 363 232 13
6.00 265 185 15 397 278 22
50kN/m
2
4.65 232 116 3 348 174 5
5.10 261 146 6 391 218 8
5.55 290 179 9 434 268 13
6.00 318 215 15 --- --- ---
POUR HEIGHTS FROM 4.50 m TO 6.00 m
Fields containing no data (---) are not permissible – Supporting module would be
overloaded.
STRUCTURAL DESIGN
−
FRAMED FORMWORK VARIMAX
The values given in the table are only applicable to forming situations where there
is no kicker. In cases with large kickers, the overall stability of the supporting frame
must be reviewed.
The loading data is per parallel frame with an anchor inclination of 45°.
POUR HEIGHTS OF UP TO 4.50 m
Supporting module type Influence width 0.90 m Influence width 1.35m
A
Permitted
pressure
of fresh
concrete
Pour
height
H[m]
Anchor
force Z
[kN]
Spindle
force V
[kN]
Deformation
at top [mm]
Anchor
force Z
[kN]
Spindle
force V
[kN]
Deformation
at top [mm]
40kN/m
2
3.15 120 56 1 179 84 2
3.60 143 78 2 214 118 3
4.05 165 105 3 248 157 5
4.50 188 135 9 283 203 13
50kN/m
2
3.15 137 60 1 205 90 2
3.60 165 86 2 248 129 3
4.05 194 117 3 291 176 5
4.50 223 153 9 334 230 13