Model Used In
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RSECTION | Students | Introduction to Strength of Materials
- Tips and Tricks Using Navigator and Printout Report in RFEM
- Design of Cold-Formed Steel Sections According to Eurocode 3
- Eurocode 3 | Steel Design - Theory and Practical Examples According to DIN EN 1993-1-1
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Dynamic analysis and anti-seismic design according to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Basics
- Eurocode 8 | Structural Dynamics and Seismic Design
- RFEM | Dynamics | USA
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- Online Introductory Training RFEM - KTH Royal Institute of Technology
- RFEM | Dynamic Analysis and Seismic Design According to EC 8
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- RFEM 5 | Basics
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM 5 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | Students | Introduction to Strength of Materials
- RFEM | Basics | HTW Saar
- RFEM 6 | Basics
- RFEM 6 | Basics
- RFEM 6 | Structural Dynamics and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 | Basics | Deggendorf Institute of Technology
- RSECTION | Students | Introduction to Strength of Materials
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RSECTION | For Students | Introduction to Strength of Materials
- RSECTION | For Students | Introduction to Strength of Materials
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 for Students | Introduction to Strength of Materials | Apr 26, 2023
- RFEM 6 for Students | Introduction to Strength of Materials
Model for Webinar Design of Cold-Formed Steel Sections According to Eurocode 3
Number of Nodes | 121 |
Number of Members | 225 |
Number of Load Cases | 9 |
Number of Load Combinations | 38 |
Number of Result Combinations | 2 |
Total Weight | 16.369 tons |
Dimensions | 67.26 x 83.66 x 18.37 feet |
Program Version | 8.23.01 |
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.
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Designing rigid end plate connections is difficult for four-row connection geometries and multi-axis bending stresses, because there are no official design methods.
The European standard EN 1993-1-8, Section 4.5.3.3. provides the user with a simplified method for the ultimate limit state design of fillet welds. According to the standard, the design is fulfilled if the design value of the resultant acting on the fillet weld area is smaller than the design value of the weld's load-bearing capacity. Thus, if you want to dimension the weld for a surface model, you will be faced with a variety of results due to the nature of FEM calculations. Therefore, we show in the following text how to determine the force components from the model.
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.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
Using the "Base Plate" component, you can design base plate connections with cast-in anchors. In addition to plates and welds, the design analyzes the anchorage and the steel-concrete interaction.
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
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