Model of a 3D structure with a slab, straight walls, a curved wall, openings, members, and supports.
This model is used as a demo model in RFEM.
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design – Serviceability
- Online RFEM training | Basics
- Online RFEM training | Basics
- Online RFEM training | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- Free online training | Eurocode 2 | Dimensioning of concrete in accordance with PN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design of Beam and Plate Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Design of Beam and Plate Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced concrete design - Serviceability
- Free online training | Eurocode 2 | Dimensioning of concrete in accordance with PN-EN 1992-1-1
- Eurocode 2 | Design of concrete structure
- RFEM | Basics
- RFEM | Basics
- Free online training | Eurocode 2 | Concrete design according to PN-EN 1992-1-1
- Free online training | Eurocode 2 | Concrete dimensioning according to PN-EN 1992-1-1
- Free Online Seminar | Eurocode 2 | Concrete dimensioning according to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete structures according to EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- RFEM | Basic functions
- Eurocode 2 | Design of Concrete Structure
- Eurocode 2 | Concrete Design According to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Design of Concrete Structures
- RFEM | Basic functions | FREE
- RFEM | Basic functions | FREE
- RFEM6 | Basics | FREE
- Free Training Eurocode 2 | Concrete Design According to PN-EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- RFEM 6 | Basics | FREE
- RFEM 6 | Basics | FREE
- RFEM 6 | Basics | FREE
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Reinforced Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
- Eurocode 2 | Concrete Structures According to DIN EN 1992-1-1
RFEM Model from Demo Version
Number of Nodes | 19 |
Number of Lines | 20 |
Number of Members | 3 |
Number of Surfaces | 5 |
Number of Load Cases | 3 |
Number of Load Combinations | 1 |
Total Weight | 69.613 tons |
Dimensions | 41.89 x 26.36 x 19.8 feet |
Program Version | 5.22.00 |
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.
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.
- 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