Page 98 - Nurol Construction Company Presentation
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Ataköy Multi-purpose Sports


                                                                                                                            Hall, Structural Steel Works,


                                                                                                                                                 İstanbul/TURKEY







                                                                                                                           Total dead weight of the roof
                                                                                                                            structure was 2.100 tons and

                                                                                                                              the main trusses of a single

                                                                                                                           arch resting on columns were

                                                                                                                                     spanning 114.540 mm.
                                                                                                                                 Average dead weight of a

                                                                                                                                 main truss was 230 tons;

                                                                                                                           these trusses were fabricated
                                                                                                                              and erected in three pieces.





     The roofing structure of the closed sports hall accommodating 22.000
     spectators was constructed.


     Within the system there existed 3 units of transverse bent main roof

     trusses and 17 units of vertically spanning purlin pipes.

     2 units of longitudinal skylight trusses connecting the main trusses and

     purlins and a skylight system framing the side elevation were erected.
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