On Al Yas Island, the biggest natural island of the United Arab Emirates, the Ferrari World Theme Park has been built as an amusement and leisure facility.
According to the design concept of Benoy, it includes a Formula 1 fitted circuit, a shopping mall 3,229,173 ft² in size, condominiums, marinas, several luxury hotels, and two golf courses.
The park was built in two phases – phase 1 was completed in 2009, and the second phase was implemented in 2014.
The Ferrari World Theme Park is covered by a vast roof. The entire roof structure, with a surface of about 2,098,963 ft2, consists of a MERO spatial framework. With a total number of approximately 170,000 nodes, it is the largest spatial framework ever built.
MERO-TSK International GmbH & Co. KG, Würzburg, Germany
www.mero-tsk.de
Truss structure in RSTAB (© MERO-TSK)
According to the design concept of Benoy, it includes a Formula 1 fitted circuit, a shopping mall 3,229,173 ft² in size, condominiums, marinas, several luxury hotels, and two golf courses.
The park was built in two phases – phase 1 was completed in 2009, and the second phase was implemented in 2014.
The Ferrari World Theme Park is covered by a vast roof. The entire roof structure, with a surface of about 2,098,963 ft2, consists of a MERO spatial framework. With a total number of approximately 170,000 nodes, it is the largest spatial framework ever built.
MERO-TSK International GmbH & Co. KG, Würzburg, Germany
www.mero-tsk.de
Truss structure in RSTAB (© MERO-TSK)
Steel Roof Structure
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Number of Nodes | 5687 |
Number of Members | 22828 |
Number of Load Cases | 24 |
Number of Load Combinations | 55 |
Number of Result Combinations | 2 |
Total Weight | 1166.691 tons |
Dimensions (Metric) | 224.402 x 298.688 x 32.338 m |
Dimensions (Imperial) | 736.23 x 979.95 x 106.1 feet |
Program Version | 6.03.16 |
![Flexural Buckling Lines According to EN 1993-1-1](/en/webimage/010469/2987565/1_Knicklinien.png?mw=512&hash=9ad9ab1e9a7ae48f1bdadef46d94aff35c70c44c)
The RF‑/STEEL EC3 add-on module automatically transfers the buckling line to be used for the flexural buckling analysis for a cross-section from the cross-section properties. The assignment of the buckling line can be adjusted manually in the module input for general cross-sections in particular, as well as for special cases.
![System, Dimensions, and Cross-Sections](/en/webimage/014729/2950047/01-en.png?mw=512&hash=65e98cfe859ce35a3e3e9da47a0ef9335401520e)
This technical article deals with the design of structural components and cross-sections of a welded truss girder in the ultimate limit state. Furthermore, the deformation analysis in the serviceability limit state is described.
![Parameters for Member Load Calculation](/en/webimage/011737/2599315/01-en-png.png?mw=512&hash=e5b08a40fd9a5a16825be6182b3138f78627561e)
This technical article deals with the stability analysis of a roof purlin, which is connected without stiffeners by means of a bolt connection on the lower flange to have a minimum manufacturing effort.
![Design Loads and Imperfections for Structural Analysis](/en/webimage/011704/2599265/1626-5-en-us-png.png?mw=512&hash=fa62f0f4ca3d0d5ad78f02510d0c0f076500e2b9)
This technical article analyzes the effects of the connection stiffness on the determination of internal forces, as well as the design of connections using the example of a two-story, double-spanned steel frame.
![Feature 002820 | Limit Plastic Strain for Welds](/en/webimage/050344/3881226/1.png?mw=512&hash=9d7f6c198b6d4ae6ee8f2fa8bca75f85579e14c9)
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
![Component "Base Plate"](/en/webimage/050345/3936120/50345.png?mw=512&hash=3bd641cb1a2445804b338855e4debfc40c6563e9)
The "Base Plate" component allows you to design base plate connections with cast-in anchors. In this case, plates, welds, anchorages, and steel-concrete interaction are analyzed.
![Feature 002807 | 3D Display of FSM Results](/en/webimage/049281/3861162/2024-05-01_10-32-55.png?mw=512&hash=2377d291bc20ac3d78d617b50c131614e99ac6f7)
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
![Steel Design | Seismic Force-Resisting System Design Overview](/en/webimage/048507/3803346/seismic_steel.png?mw=512&hash=1c18a83f050e74601a7300444a0d77a0246a0e02)
- Design of five types of seismic force-resisting systems (SFRS) includes Special Moment Frame (SMF), Intermediate Moment Frame (IMF), Ordinary Moment Frame (OMF), Ordinary Concentrically Braced Frame (OCBF), and Special Concentrically Braced Frame (SCBF)
- Ductility check of the width-to thickness ratios for webs and flanges
- Calculation of the required strength and stiffness for stability bracing of beams
- Calculation of the maximum spacing for stability bracing of beams
- Calculation of the required strength at hinge locations for stability bracing of beams
- Calculation of the column required strength with the option to neglect all bending moments, shear, and torsion for overstrength limit state
- Design check of column and brace slenderness ratios
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