Pipe Ø 125 cm
LOAD CLASS | Distributed load [kg/m2] |
Upper slab thickness [cm] |
Reinforcement* |
Pipe reinforcement* |
Slab on grade thickness [cm] |
Subgrade thickness [cm] |
Pressure on soil (ULS) [kg/cm2]** |
Residential [Cat. A] | 0 – 500 | 5 | Ø6 / 20×20 | 4 Ø6 | 5 | – | 1,60 |
Crowd places [Cat. B e C] | 500 – 1.000 |
6 | Ø6 / 15×15 | 4 Ø6 | 5-7 | 0-5 | 1,42 |
Commercial [Cat. D] | 1.000 – 2.500 |
6-8 | Ø8 / 15×15 | 4 Ø6 | 7-10 | 5-15 | 1,45 |
Industrial and storage [Cat. E] |
2.500 – 5.000 |
8-12 | Ø10 / 20×20 | 4 Ø8 | 10-15 | 15-20 | 1,71 |
> 5.000 kg/m2 | > 5.000 | To be evaluated by contacting the Geoplast technical department. |
Pipe Ø 160 cm
LOAD CLASS | Distributed load [kg/m2] |
Upper slab thickness [cm] |
Reinforcement* |
Pipe reinforcement* |
Slab on grade thickness [cm] |
Subgrade thickness [cm] |
Pressure on soil (ULS) [kg/cm2]** |
Residential Cat. A | 0 – 500 | 5 | Ø6 / 20×20 | 4 Ø6 | 5 | – | 1,18 |
Crowd places [Cat. B e C] | 500 – 1.000 |
6 | Ø6 / 15×15 | 4 Ø6 | 5-7 | – | 1,42 |
Commercial [Cat D] | 1.000 – 2.500 |
6-8 | Ø8 / 15×15 | 4 Ø6 | 7-10 | 5-10 | 1,59 |
Industrial and storage [Cat. E] |
2.500 – 5.000 |
8-12 | Ø10 / 20×20 | 4 Ø8 | 8-12 | 10-15 | 1,84 |
> 5.000 kg/m2 | > 5.000 | To be evaluated by contacting the Geoplast technical department. |
Pipe Ø 200 cm
LOAD CLASS | Distributed load [kg/m2] |
Upper slab thickness [cm] |
Reinforcement* |
Pipe reinforcement* |
Slab on grade thickness [cm] |
Subgrade thickness [cm] |
Pressure on soil (ULS) [kg/cm2]** |
Residential Cat. A | 0 – 500 | 5 | Ø6 / 20×20 | 4 Ø6 | 5 | – | 0,89 |
Crowd places [Cat. B e C] | 500 – 1.000 |
6 | Ø6 / 15×15 | 4 Ø6 | 5 | – | 1,42 |
Commercial [Cat D] | 1.000 – 2.500 |
6-8 | Ø8 / 15×15 | 4 Ø6 | 5-8 | 0-5 | 1,60 |
Industrial and storage [Cat. E] |
2.500 – 5.000 |
8-12 | Ø10 / 20×20 | 4 Ø8 | 8-12 | 5-10 | 1,59 |
> 5.000 kg/m2 | > 5.000 | To be evaluated by contacting the Geoplast technical department. |
It is the designer’s responsibility to evaluate that the soil is able to guarantee the pressures indicated and evaluated on Elevetor Max h200cm (formwork’s height). In the presence of concentrated loads or other variables, please contact Geoplast’s technical office. The values shown in this table consider complete maturation of the concrete – 28 days.
* Minimum reinforcement calculated in relation to the maximum load value referred to the identified category.
** The values shown, calculated in accordance with EN 1992-1-1, are purely indicative and are strongly influenced by the mechanical characteristics of the soil. The actual sizing must be evaluated case by case by an engineer.
Formwork Code | EELEMAX7171 | ||
Packaging dimensions | cm | 150 x 150 x H255 | |
N° Pieces – m2 pallet | – | 560 – 280 | |
Packaging type | – | Stacked and wrapped in plastic film on pallet | |
Package gross weight formwork (pallet included) | kg | 1700 |
Foot Code | EBASEMA7171 | EBASEMS7171 | EBASEMD7171 | ||
Dimensions | mm | Ø125 | Ø160 | Ø200 | |
Packaging dimensions | cm | 100 x 120 x H250 | 100 x 120 x H250 | 100 x 120 x H250 | |
N° Pieces | – | 5000 | 5000 | 5000 | |
Packaging type | – | Stacked and wrapped in plastic film on pallet | |||
Package gross weight formwork (pallet included) | kg | 670 |
Spacer Code | EDISTEM7171 | ||
Packaging dimensions | cm | 80 x 120 x H170 | |
N° Pieces | – | 4400 | |
Packaging type | – | Stacked and wrapped in plastic film on pallet | |
Package gross weight formwork (pallet included) | kg | 592 |
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