3D model of a steel hall in RSTAB, including load combinations and design of members in STEEL EC3 as well as design of some connections in FRAME‑JOINT Pro
Model Used in
- BIM World PARIS 2021
- Structural Engineering 2022 - 26th Conference of Structural Engineers
- Structural Engineering 2021 - 25th Conference of Structural Engineers
- 18. buildingSMART user day | Online
- 24th. of buildingSMART online forum
- SAIE 2020 | The construction fair
- Steel Construction Calendar Day 2020 | Online
- Online Training | RSTAB | Basics
- RSTAB | Basics
- RFEM | Basic Steel
- RSTAB | Basics
- Eurocode 3 | Steel Design - Theory and Practical Examples According to DIN EN 1993-1-1
- RSTAB | Basics
- RSTAB | Basics
- RSTAB | Basics
- RFEM | Steel Basics
- RSTAB | Basics
- RSTAB | Basics
- RSTAB | Basics
- RSTAB | Basics
- Connections in Steel Structures | Dlubal Software
Steel Hall with Intermediate Plane
Number of Nodes | 98 |
Number of Members | 171 |
Number of Load Cases | 5 |
Number of Load Combinations | 13 |
Number of Result Combinations | 1 |
Total Weight | 11.538 tons |
Dimensions (Metric) | 15.500 x 12.500 x 7.150 m |
Dimensions (Imperial) | 50.85 x 41.01 x 23.46 feet |
Program Version | 8.23.00 |
You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
Related Models
3250x
167x
5318x
133x
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.
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.
The three types of moment frames (Ordinary, Intermediate, Special) are available in the Steel Design add-on of RFEM 6. The seismic design result according to AISC 341-22 is categorized into two sections: member requirements and connection requirements.
The Steel Design add-on in RFEM 6 now offers the ability to perform seismic design according to AISC 341-16 and AISC 341-22. Five types of seismic force-resisting systems (SFRS) are currently available.
- 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
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
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.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
Recommended Products for You