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NEW




      Advanced forming system for voided biaxial slabs




                     www.geoplast.it
NEW NAUTILUS®

    NEW NAUTILUS® is a modular lost form in recycled polypropylene (PP*) developed for llightweight voided reinforced
    concrete slabs.
    Concieved and developed by Geoplast S.p.A., the system is manufactured using the most modern injection molding
    technology in the company’s plants and following rigorous quality standards.

    The NEW NAUTILUS® caissons are incorporated into the concrete, creating voids within a regular grid of orthogonal
    beams between two slabs, obtained with a single concrete pour. This technique allows a flat-soffit slab over large
    spans capable of bearing high loads.
    Structural elements such as drops and beams can be included within the slab thickness, creating a vast flat surface
    with the greatest flexibilty of use. Thanks to the high inertia of the structure, this technology makes it possible to
    design large buildings cost-effectively.

    The NEW NAUTILUS®, system, made of recycled material, is simple to lay and fast to move in the jobsite and
    contributes to the overall sustainibility of the building.
    (*) Coefficient of thermal expansion 0.15 mm/m/°C - Flexural modulus 1100 N/mm2 - Tensile strength 35 N/mm2

    AXONOMETRIC VIEW OF NEW NAUTILUS® SINGLE                                         AXONOMETRIC VIEW OF NEW NAUTILUS® DOUBLE




2
NEW NAUTILUS® ADVANTAGES

 BIAXIAL STRUCTURE
 Transforms a full concrete slab in a mesh of orthogonal beams

 LOW WEIGHT
 Weight reduction up to 40%
 Reduction of deformations
 Foundation load reduction
 Reduction of column width

 FLEXIBILITY
 Spans up to 20 m
 No beams between columns
 Fewer columns

 EARTHQUAKE RESISTANT
 Lower seismic mass
 High rigidity thanks to the double concrete slab

 GREAT SPANS
 Open surfaces
 No beams or drops interrupt the soffit
 Ideal for new buildings as well as renovations
 Gives the architects high flexibility in design
 COST EFFECTIVENESS
 Open surfaces
 No beams or drops interrupt the soffit
 Ideal new buildings as well as refurbishments
 Gives the architect high flexibility in design


FIELDS OF APPLICATION
NEW NAUTILUS® can be used in various applications:
 RESIDENTIAL BUILDINGS                                           MULTI-STOREY CAR PARKS
 COMMERCIAL AND INDUSTRIAL BUILDINGS                             PUBLIC BUILDINGS (schools, universities,
                                                                 hospitals, large halls)




                                                                                                            3
NEW NAUTILUS® CHARACTERISTICS
      NEW NAUTILUS® does not have a laying direction: the caissons are simply placed on the forming surface, the
      correct distance between them given by the integrated tear-off spacer strips.
      NEW NAUTILUS® is fully treadable: once in place, jobsite workers can safely walk on its surface.
      Solid part coupling: the male-female coupling of the NEW NAUTILUS® DOUBLE caissons ensures a reliable
      behaviour during the concrete pour.
      NEW NAUTILUS® is manufactured with advanced injection technologies that solve the issue of gas inclusions in the
      material, ensuring reliable mechanical properties of the elements and of the spacer feet.
      The integrated spacers are uniformly distributed over the top surface of the caissons, ensuring the proper steel-
      concrete bond.




      TECHNICAL SPECIFICATIONS and CUSTOMER SERVICE
    The Engineering Dept. of Geoplast is available for technical information from the preliminary design stage up to the
    installation of the product.
    For assistance please contact us at: phone +39 049 9490289 - fax +39 049 9494028 - email: ufficiotecnico@geoplast.it
4
NEW NAUTILUS® INSTALLATION
Once the deck formwork is erected and the lower armature placed, the site is ready for the installation of NEW NAUTILUS®.
The universal geometry of the forms, which don’t require any laying direction, makes installation simple and fast.
Correct form allignment and concrete cover are guaranteed by the conical feet integrated in the caissons, while the correct
spacing bewteen the forms is ensured by the tear-off spacer strips. The fast coupling features on the lower edge of the
forms make assembly of caissons taller than 24 cm (h32, h36, h40, h44, h48) very easy and reliable.


Before the pour the steel armature will be placed completely, including the welded mesh in the top slab.
The pour should be performed in two stages: a first layer of concrete must cover the conical feet and the outer edge of the
forms, and rest until it starts to set; the second stage will complete the pour of the slab.


NEW NAUTILUS® is compatible with all slab formwork systems, from the traditional methods to the most recent
advanced dismantling tecnology.




         BUILDING SPECIFICATION
 Furnishing of lost elements in recycled plastic type NEW NAUTILUS®, in the shape of a truncated pyramid, plane
 size 52 x 52 cm, with integrated conical feet, spacer strips, wire mesh spacers and side connectors for the coupling
 of elements; the product creates cavities within a monolithic reinforced concrete slab. The elements are laid on a
 prepared decking formwork surface and connected to each other with the integrated spacer strips; the element heights
 are 16, 20, 24, 32, 36, 40, 44, 48 cm with feet of height 0, 5, 6, 7, 8, 9, 10 cm.
                                                                                                                              5
NEW NAUTILUS® FEM CALCULATION SCHEME OF A SLAB




    Scheme 1) - Undeformed structure                                       Scheme 2) - Deformation of the ribs




    Scheme 3) - Flexural moment Mx of the upper slab                       Scheme 4) - Flexural moment Mz of the structural ribs




                                                                                       b
                                                                                                                                   b
                                                            d
                                                                                                                                                    d
                                                            h
                                                                       b
                                                            p                                                                                   h


                                                                                                                                                 d
                                                                                                                                                p
           Axonometry                   Side view, SINGLE                   Plane view New Nautilus®                   Side view, DOUBLE

                                                                                                 l
                         l
                                                                                                                                           S2

                                                                S2

                                                                h Ht                                                                       h Ht

                                                                S1
                                                                                                                                           S1
      Cross-section, SINGLE                                                   Cross-section, DOUBLE




6
NEW NAUTILUS® GEOMETRY
                             Base                   Height                                Feet                               Spacers                   Rib width                    Ribs on-                         Consumption         Concrete saved
                                                                                            p                                                                                                             No.
     Form                      b                       h                                                                        d                          l                        centres                            (ribbing)
                                                                                                                                                                                                         pc./m2
                             (cm)                    (cm)                                 (cm)                                (cm)                       (cm)                         (cm)                               m3/m2          m3/pc.         m3/m2
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.079           0.033          0.081
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.084           0.033          0.076
     H16
              single




                           52 x 52                      16                0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.089           0.033          0.071
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.093           0.033          0.067
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.096           0.033          0.064
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.102           0.040          0.098
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.108           0.040          0.092
     H20
              single




                           52 x 52                      20                0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.114           0.040          0.087
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.118           0.040          0.082
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.123           0.040          0.077
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.125           0.047          0.115
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.132           0.047          0.108
     H24
              single




                           52 x 52                       24               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.138           0.047          0.102
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.144           0.047          0.095
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.149           0.047          0.091
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.159           0.066          0.161
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.168           0.066          0.152
     H32
              double




                           52 x 52                       32               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.177           0.066          0.143
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.185           0.066          0.135
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.193           0.066          0.127
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.182           0.073          0.178
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.192           0.073          0.168
     H36
              double




                           52 x 52                       36               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.202           0.073          0.158
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.211           0.073          0.149
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.219           0.073          0.141
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.205           0.080          0.195
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.216           0.080          0.184
     H40
              double




                           52 x 52                       40               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.227           0.080          0.173
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.237           0.080          0.163
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.246           0.080          0.154
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.228           0.087          0.212
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.240           0.087          0.200
     H44
              double




                           52 x 52                       44               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.252           0.087          0.188
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.263           0.087          0.177
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.272           0.087          0.168
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           12                          64            2.44          0.251           0.094          0.229
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           14                          66            2.30          0.264           0.094          0.216
     H48
              double




                           52 x 52                       48               0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           16                          68            2.16          0.277           0.094          0.203
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           18                          70            2.04          0.288           0.094          0.192
                                                                          0 - 5 - 6 - 7 - 8 - 9 - 10                              0.8                           20                          72            1.93          0.299           0.094          0.181
Disclaimer: the values shown in this brochure are for guidance only. They are not meant to be used for design criteria.
Their use and reliance thereon for any purpose by anyone is entirely voluntary and at the sole risk of the user. GEOPLAST is not responsible for any loss, claim, or damage resulting from their use.




                                     NEW NAUTILUS® slab chart - Ribbing width 12 cm
                                                                                     NEW                      Upper slab                         Total                                                  Inertia of    Self weight of                     As
  Column        Slab         Slab                                                                                                                                              Slab self                                                   As
                                                                                   NAUTILUS                                                    concrete                                                  voided       equivalent full               (supplemen-
 on-centres thickness Ht thickness S1
                                                                                    height h
                                                                                                             thickness S2                                                       weight                                                  (typical)    tary reinf.)
                                                                                                                                             consumption                                                section J         slab J
    (m)         (cm)          (cm)                                                                               (cm)                                                            kg/m2                                                     cm2           cm2
                                                                                      (cm)                                                          m3/m2                                                 c4/m            kg/m2
         5                       25                            5                          16                             4                          0.169                            423                105330.3           583            1.41          2.54
         7                       31                           10                          16                             5                          0.229                            573                214030.5           737            2.51          4.78
         9                       40                           10                          24                             6                          0.285                          712.5                441142.4          937,5           4.05          7.13
        11                       45                            7                          32                             6                          0.289                          722.5                467502.2           957            6.53         10.56
        12                       49                           10                          32                             7                          0.329                          822.5                604042.1         1042.3           7.6          11.94
        14                       55                           10                          36                             9                          0.372                            930                675130.3         1081.7          10.21         16.49
        15                       58                           10                          36                            12                          0.402                          1005                 777528.2         1133.9          11.53         19.63
The loads considered for the preliminary calculation are the self weight of the voided slab and at total overload of 300 kg /m2
                                                                                                                                                                                                                                                                    7
GEOPLAST S.p.A.
35010 Grantorto PD - Italia - Via Martiri della Libertà, 6/8
     tel +39 049 9490289 - fax +39 049 9494028
   e-mail: geoplast@geoplast.it - www.geoplast.it




                                                               ST. 11/2011
                                                               REV. 001

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New nautilus eng

  • 1. NEW Advanced forming system for voided biaxial slabs www.geoplast.it
  • 2. NEW NAUTILUS® NEW NAUTILUS® is a modular lost form in recycled polypropylene (PP*) developed for llightweight voided reinforced concrete slabs. Concieved and developed by Geoplast S.p.A., the system is manufactured using the most modern injection molding technology in the company’s plants and following rigorous quality standards. The NEW NAUTILUS® caissons are incorporated into the concrete, creating voids within a regular grid of orthogonal beams between two slabs, obtained with a single concrete pour. This technique allows a flat-soffit slab over large spans capable of bearing high loads. Structural elements such as drops and beams can be included within the slab thickness, creating a vast flat surface with the greatest flexibilty of use. Thanks to the high inertia of the structure, this technology makes it possible to design large buildings cost-effectively. The NEW NAUTILUS®, system, made of recycled material, is simple to lay and fast to move in the jobsite and contributes to the overall sustainibility of the building. (*) Coefficient of thermal expansion 0.15 mm/m/°C - Flexural modulus 1100 N/mm2 - Tensile strength 35 N/mm2 AXONOMETRIC VIEW OF NEW NAUTILUS® SINGLE AXONOMETRIC VIEW OF NEW NAUTILUS® DOUBLE 2
  • 3. NEW NAUTILUS® ADVANTAGES BIAXIAL STRUCTURE Transforms a full concrete slab in a mesh of orthogonal beams LOW WEIGHT Weight reduction up to 40% Reduction of deformations Foundation load reduction Reduction of column width FLEXIBILITY Spans up to 20 m No beams between columns Fewer columns EARTHQUAKE RESISTANT Lower seismic mass High rigidity thanks to the double concrete slab GREAT SPANS Open surfaces No beams or drops interrupt the soffit Ideal for new buildings as well as renovations Gives the architects high flexibility in design COST EFFECTIVENESS Open surfaces No beams or drops interrupt the soffit Ideal new buildings as well as refurbishments Gives the architect high flexibility in design FIELDS OF APPLICATION NEW NAUTILUS® can be used in various applications: RESIDENTIAL BUILDINGS MULTI-STOREY CAR PARKS COMMERCIAL AND INDUSTRIAL BUILDINGS PUBLIC BUILDINGS (schools, universities, hospitals, large halls) 3
  • 4. NEW NAUTILUS® CHARACTERISTICS NEW NAUTILUS® does not have a laying direction: the caissons are simply placed on the forming surface, the correct distance between them given by the integrated tear-off spacer strips. NEW NAUTILUS® is fully treadable: once in place, jobsite workers can safely walk on its surface. Solid part coupling: the male-female coupling of the NEW NAUTILUS® DOUBLE caissons ensures a reliable behaviour during the concrete pour. NEW NAUTILUS® is manufactured with advanced injection technologies that solve the issue of gas inclusions in the material, ensuring reliable mechanical properties of the elements and of the spacer feet. The integrated spacers are uniformly distributed over the top surface of the caissons, ensuring the proper steel- concrete bond. TECHNICAL SPECIFICATIONS and CUSTOMER SERVICE The Engineering Dept. of Geoplast is available for technical information from the preliminary design stage up to the installation of the product. For assistance please contact us at: phone +39 049 9490289 - fax +39 049 9494028 - email: ufficiotecnico@geoplast.it 4
  • 5. NEW NAUTILUS® INSTALLATION Once the deck formwork is erected and the lower armature placed, the site is ready for the installation of NEW NAUTILUS®. The universal geometry of the forms, which don’t require any laying direction, makes installation simple and fast. Correct form allignment and concrete cover are guaranteed by the conical feet integrated in the caissons, while the correct spacing bewteen the forms is ensured by the tear-off spacer strips. The fast coupling features on the lower edge of the forms make assembly of caissons taller than 24 cm (h32, h36, h40, h44, h48) very easy and reliable. Before the pour the steel armature will be placed completely, including the welded mesh in the top slab. The pour should be performed in two stages: a first layer of concrete must cover the conical feet and the outer edge of the forms, and rest until it starts to set; the second stage will complete the pour of the slab. NEW NAUTILUS® is compatible with all slab formwork systems, from the traditional methods to the most recent advanced dismantling tecnology. BUILDING SPECIFICATION Furnishing of lost elements in recycled plastic type NEW NAUTILUS®, in the shape of a truncated pyramid, plane size 52 x 52 cm, with integrated conical feet, spacer strips, wire mesh spacers and side connectors for the coupling of elements; the product creates cavities within a monolithic reinforced concrete slab. The elements are laid on a prepared decking formwork surface and connected to each other with the integrated spacer strips; the element heights are 16, 20, 24, 32, 36, 40, 44, 48 cm with feet of height 0, 5, 6, 7, 8, 9, 10 cm. 5
  • 6. NEW NAUTILUS® FEM CALCULATION SCHEME OF A SLAB Scheme 1) - Undeformed structure Scheme 2) - Deformation of the ribs Scheme 3) - Flexural moment Mx of the upper slab Scheme 4) - Flexural moment Mz of the structural ribs b b d d h b p h d p Axonometry Side view, SINGLE Plane view New Nautilus® Side view, DOUBLE l l S2 S2 h Ht h Ht S1 S1 Cross-section, SINGLE Cross-section, DOUBLE 6
  • 7. NEW NAUTILUS® GEOMETRY Base Height Feet Spacers Rib width Ribs on- Consumption Concrete saved p No. Form b h d l centres (ribbing) pc./m2 (cm) (cm) (cm) (cm) (cm) (cm) m3/m2 m3/pc. m3/m2 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.079 0.033 0.081 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.084 0.033 0.076 H16 single 52 x 52 16 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.089 0.033 0.071 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.093 0.033 0.067 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.096 0.033 0.064 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.102 0.040 0.098 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.108 0.040 0.092 H20 single 52 x 52 20 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.114 0.040 0.087 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.118 0.040 0.082 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.123 0.040 0.077 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.125 0.047 0.115 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.132 0.047 0.108 H24 single 52 x 52 24 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.138 0.047 0.102 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.144 0.047 0.095 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.149 0.047 0.091 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.159 0.066 0.161 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.168 0.066 0.152 H32 double 52 x 52 32 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.177 0.066 0.143 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.185 0.066 0.135 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.193 0.066 0.127 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.182 0.073 0.178 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.192 0.073 0.168 H36 double 52 x 52 36 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.202 0.073 0.158 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.211 0.073 0.149 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.219 0.073 0.141 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.205 0.080 0.195 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.216 0.080 0.184 H40 double 52 x 52 40 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.227 0.080 0.173 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.237 0.080 0.163 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.246 0.080 0.154 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.228 0.087 0.212 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.240 0.087 0.200 H44 double 52 x 52 44 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.252 0.087 0.188 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.263 0.087 0.177 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.272 0.087 0.168 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 12 64 2.44 0.251 0.094 0.229 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 14 66 2.30 0.264 0.094 0.216 H48 double 52 x 52 48 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 16 68 2.16 0.277 0.094 0.203 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 18 70 2.04 0.288 0.094 0.192 0 - 5 - 6 - 7 - 8 - 9 - 10 0.8 20 72 1.93 0.299 0.094 0.181 Disclaimer: the values shown in this brochure are for guidance only. They are not meant to be used for design criteria. Their use and reliance thereon for any purpose by anyone is entirely voluntary and at the sole risk of the user. GEOPLAST is not responsible for any loss, claim, or damage resulting from their use. NEW NAUTILUS® slab chart - Ribbing width 12 cm NEW Upper slab Total Inertia of Self weight of As Column Slab Slab Slab self As NAUTILUS concrete voided equivalent full (supplemen- on-centres thickness Ht thickness S1 height h thickness S2 weight (typical) tary reinf.) consumption section J slab J (m) (cm) (cm) (cm) kg/m2 cm2 cm2 (cm) m3/m2 c4/m kg/m2 5 25 5 16 4 0.169 423 105330.3 583 1.41 2.54 7 31 10 16 5 0.229 573 214030.5 737 2.51 4.78 9 40 10 24 6 0.285 712.5 441142.4 937,5 4.05 7.13 11 45 7 32 6 0.289 722.5 467502.2 957 6.53 10.56 12 49 10 32 7 0.329 822.5 604042.1 1042.3 7.6 11.94 14 55 10 36 9 0.372 930 675130.3 1081.7 10.21 16.49 15 58 10 36 12 0.402 1005 777528.2 1133.9 11.53 19.63 The loads considered for the preliminary calculation are the self weight of the voided slab and at total overload of 300 kg /m2 7
  • 8. GEOPLAST S.p.A. 35010 Grantorto PD - Italia - Via Martiri della Libertà, 6/8 tel +39 049 9490289 - fax +39 049 9494028 e-mail: geoplast@geoplast.it - www.geoplast.it ST. 11/2011 REV. 001