1 / 8

GIF++ Design (Structural considerations ) 28-Nov-2012

GIF++ Design (Structural considerations ) 28-Nov-2012. + Stable. ++Stable. BLOCKS ( STABILITY). Stable. Stability for seismic load case Stable equilibrium in the configuration of blocs Contribution of vertical load to the stability. 5.6 m maximum height 1.0 m height over the blocks

oihane
Télécharger la présentation

GIF++ Design (Structural considerations ) 28-Nov-2012

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. GIF++ Design (Structural considerations) 28-Nov-2012

  2. + Stable ++Stable BLOCKS (STABILITY) Stable Stability for seismic load case Stable equilibrium in the configuration of blocs Contribution of vertical load to the stability

  3. 5.6 m maximum height 1.0 m height over the blocks Metallic structure over the blocks Possible added load on the top BLOCKS (LOAD ON THE FLOOR) Max ground tension under the blocs: 0.1-0.2 N/mm2 (OK)

  4. COVERING STRUCTURE(GEOMETRY) Length: 4.8 m Inter-axe: 2.4 m Metallic beams: VKT 200 Overlap in the support of 40 cm each side 1 level of 0.8 m height of concrete over the structure

  5. COVERING STRUCTURE(VERIFICATION) Steel beams: Flexion – smax= 76.0 N/mm2 (<235 N/mm2) Shear – tmax= 2.1 N/mm2 (<144 N/mm2) Deformation – dmax= 8.7 mm (<L/400) Concrete beam (efforts for dimensioning): Flexion – Mmax= 867.0 KN.m Shear – Vmax= 638.0 KN

  6. COVERING STRUCTURE(FIXATION) Ponctual fixation to the blocs of each group of beams

  7. RAISED FLOOR(20 MM STEEL PLATE) Standard structure (estimated): Supports HEA-120 Beams HEA-140 (support of plates) Max weight = 8 Tons in 4 points (base plate, support, beam and plate)

  8. Adapted structure (estimated): Supports HEA-140 Bracing between supports Without structural beams Max weight = 8 Tons in 4 points (base plate, support, beam and plate) RAISED FLOOR(150 MM STEEL PLATE)

More Related