In Roost, Luxembourg, a new building complex is being built that relates to cars. Up to six car dealerships, a parking area, and a paint shop will be built on the site. The construction project was divided into two planning phases. The first phase includes three multi-story car dealerships. They have the same supporting structure.
Schatz Engineering, a customer of Dlubal Software, was responsible for the structural and design engineering of the building complex. RSTAB was used for structural design, and Tekla Structures for design engineering.
Structural Analysis and Construction
SCHATZ Engineering GmbH & Co. KGKarlsdorf-Neuthard, Germany
Project Management Realization
Immobilière Industrielle SA/AG
www.rii-sa.lu
Project Management
Jos Petry
124 R. Ste Anne
L-5471 Wellenstein, Luxembourg
3D Model (© SCHATZ Engineering)
Schatz Engineering, a customer of Dlubal Software, was responsible for the structural and design engineering of the building complex. RSTAB was used for structural design, and Tekla Structures for design engineering.
Structural Analysis and Construction
SCHATZ Engineering GmbH & Co. KGKarlsdorf-Neuthard, Germany
Project Management Realization
Immobilière Industrielle SA/AG
www.rii-sa.lu
Project Management
Jos Petry
124 R. Ste Anne
L-5471 Wellenstein, Luxembourg
3D Model (© SCHATZ Engineering)
Steel Frame Structure
No Download Possible
Customer Project / View Only
Number of Nodes | 118 |
Number of Members | 211 |
Number of Load Cases | 6 |
Number of Load Combinations | 28 |
Number of Result Combinations | 2 |
Total Weight | 12.623 tons |
Dimensions (Metric) | 8.395 x 29.310 x 9.650 m |
Dimensions (Imperial) | 27.54 x 96.16 x 31.66 feet |
Program Version | 8.09.01 |
![Entering Intermediate Lateral Restraint in Center of Member 1](/en/webimage/010537/2968407/1_Intermediate_lateral_restraint_in_the_middle_of_beam_1.png?mw=512&hash=b59e15e6f9f5b251a280addda3968092369a2f14)
The support conditions of a beam subjected to bending are essential for its resistance to lateral-torsional buckling. If, for example, a single-span beam is held laterally in the middle of the span, the deflection of the compressed flange can be prevented, and a two-wave eigenmode can be enforced. The critical lateral-torsional buckling moment is increased significantly by this additional measure. In the add-on modules for member design, different types of lateral supports on a member can be defined using the "Intermediate supports" input window.
![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.
![KB 001883 | Plate Girder Design According to AISC 360-22 in RFEM 6](/en/webimage/051561/3980997/im1.png?mw=512&hash=b8237709c4f30213fac51d86d32a42bddde72f03)
Plate girder is an economical choice for long spans construction. I-section steel plate girder typically has a deep web to maximize its shear capacity and flange separation, yet thin web to minimize the self-weight. Due to its large height-to-thickness (h/tw) ratio, transverse stiffeners may be required to stiffen the slender web.
![Steel Connection Rigidity and Its Influence on Structural Design](/en/webimage/051432/3972404/Rigidity-caseA.png?mw=512&hash=3be64e68ab2956fd2b92f0afa1559b3a8c72b468)
Understanding steel connection rigidity is crucial in structural design. Often, connections are treated as strictly pinned or rigid, but this can lead to uneconomical or even dangerous designs. Explore how Dlubal Software's RFEM and Steel Joints add-on help verify connection stiffness and moment resistance, ensuring safer and more economical designs.
![Add-on "Steel Joints for RFEM 6" | Component Library](/en/webimage/043097/3898884/steel_joints_components.png?mw=512&hash=e4f835906155863fc7019d5043b22e553dc766f9)
- Numerous component types, such as base and end plates, web angles, fin plates, gusset plates, stiffeners, tapers, or ribs for easy input of typical connection situations
- Universally applicable basic components (such as plates, welds, bolts, auxiliary planes) for modeling complex connection situations
- Graphical display of the connection geometry with dynamic updating during the input
- Wide range of cross-section shapes: I-sections, U-sections, angles, T-sections, hollow sections, built-up cross-sections and thin-walled sections
- Library in the Dlubal Center with a large number of program-side template connections, including user-defined templates
- Automatic adaptation of the connection geometry based on the relative arrangement of the components to each other – even in case of subsequent editing of the structural components
![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.
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