Model Used in
- RFEM 6 | Basics
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- Nonlinear FEA of Steel Connections in RFEM
- Online Training | RFEM | Basics
- Modeling with Solids in RFEM
- RFEM training course | Base
- Online RFEM training | Basics
- Online RFEM training | Basics
- Online RFEM training | Basics
- Online RFEM Training | Basic
- RFEM | Basic
- Online Training | Part 1 | RFEM for students
- Modeling with Solids in RFEM
- RFEM for Students | Part 1
- RFEM | Basics
- RFEM | Basics
- RFEM for students | Part 1
- Free RFEM online training | Primary
- RFEM for Students
- RFEM for Students | Part 1
- RFEM for Students | Part 2
- RFEM | Basics
- RFEM for students | Part 2
- RFEM | Free Basic Training
- RFEM | Free basic course
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM for Students | Part 1
- RFEM for Students | Part 2
- RFEM | Tensile Membrane Structures
- Free RFEM online training | Primary
- RFEM | Normative design in steel and concrete
- RFEM | Basic fundamentals
- RFEM | Basic training
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- RFEM | Basics
- Free RFEM Online Training | Primary
- Free RFEM Online Training | Primary
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Free Basic Training
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Free basic course
- Free RFEM training | Basic functions
- Free RFEM training | Basic functions
- RFEM | Free basic training
- RFEM | Structural Dynamics and Seismic Design
- RFEM | Basic fundamentals
- Free RFEM Online Training | Primary
- 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
- Free RFEM training | Basic functions
- Free RFEM training | Basic functions
- RFEM | Basics
- Free RFEM Online Training | Primary
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Basics
- RFEM | Free basic training
- RFEM | Basics
- RFEM | Free basic training
- Free RFEM Online Training | Primary
- RFEM | Dynamic analysis and anti-seismic design according to EC 8
- RFEM | Structural dynamics and earthquake design according to EC 8
- Free RFEM training | Basic functions
- RFEM | Free Basic Training
- 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
- RFEM | Basics
- RFEM | Basics
- Eurocode 8 | Structural Dynamics and Seismic Design
- RFEM | Basics
- RFEM | Basic functions
- RFEM for Students | Part 1
- RFEM for Students | Part 1
- RFEM for Students | Part 2
- RFEM for Students | Part 2
- RFEM | Dynamics | USA
- Free RFEM Online Training | Primary
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- Data Exchange Between Tekla Structures and Dlubal
- RFEM | Free basic training
- Online Introductory Training RFEM - KTH Royal Institute of Technology
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Free basic course
- Free RFEM training | Basic functions
- RFEM | Free basic training
- RFEM | Dynamic Analysis and Seismic Design According to EC 8
- Free RFEM Online Training | Primary
- RFEM | Structural Dynamics and Seismic Analysis According to EC 8
- RFEM | Basics
- RFEM | Free basic training
- RFEM | Basics | Arabic
- RFEM 5 | Basics
- RFEM | Basics
- RFEM | Structural Dynamics and Seismic Design According to EC 8
- RFEM 5 | Structural Dynamics and Seismic Design According to EC 8
- RFEM | Basics
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Free basic course
- RFEM | Free basic training
- Free RFEM training | Basic functions
- RFEM | Basic functions | FREE
- RFEM | Basic functions | FREE
- RFEM6 | Basics | FREE
- RFEM | Basics
- RFEM | Basics
- RFEM | Free basic training
- Free online RFEM training | Primary
- RFEM | Basics
- Modeling and Design of Solids in RFEM
- RFEM | Free Basic Training
- RFEM | Free Basic Training
- RFEM 5 | Free Basic Training
- RFEM | 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 | Basics
- RFEM 6 | Basics | FREE
- RFEM 6 | Basics | FREE
- RFEM 6 | Basics | FREE
- 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 | 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
- RSECTION | Students | Introduction to Strength of Materials
- RFEM 6 | Basics
- RFEM | Basics | HTW Saar
- RFEM 6 | Basics
- RFEM 6 | Basics
- 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 | Free Basic Training
- RFEM 6 | Basics
- 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 | Basics
- RFEM 6 | Dynamic Analysis and Seismic Design According to EC 8
- RFEM 6 for Students | Introduction to Strength of Materials | Apr 26, 2023
- Modeling with Solids in RFEM
Connection in Steel Structure Using Solid Elements and Contact
Number of Nodes | 73 |
Number of Lines | 54 |
Number of Members | 6 |
Number of Surfaces | 30 |
Number of Solids | 8 |
Number of Load Cases | 1 |
Total Weight | 0.011 tons |
Dimensions (Metric) | 0.548 x 0.389 x 0.389 m |
Dimensions (Imperial) | 1.8 x 1.28 x 1.28 feet |
Program Version | 5.23.01 |
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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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.
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 341-16 is categorized into two sections: member requirements and connection requirements.
Moment frame design according to AISC 341-16 is now possible in the Steel Design add-on of RFEM 6. The seismic design result is categorized into two sections: member requirements and connection requirements. This article covers the required strength of the connection. An example comparison of the results between RFEM and the AISC Seismic Design Manual [2] is presented.
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
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