- Steel Construction Calendar Day 2020 | Online
- Programmable COM Interface for RFEM/RSTAB
- Programmable COM Interface for RFEM/RSTAB
- Eurocode 3 | Steel Design - Theory and Practical Examples According to DIN EN 1993-1-1
- Stability Design in Steel Construction with RFEM and RSTAB
- Steel Hall Modeling and Design in RFEM | Arabic
- Modeling Tapers for Hall Frames
- Calculation of Warping Springs for Consideration in Lateral-Torsional Buckling Analysis for Open Cross-Sections
- Create 3D glTF Models (*.glb and *.glTF Formats)
- Extended Display of Strains in RFEM
- Programmable COM Interface for RFEM or RSTAB
- KB 000585 | Calculation of Warping Springs for Consideration in Lateral-Torsional Buckling Analysis ...
- KB 000755 | Modeling Tapers for Hall Frames
- Interpolation Based on a Taper in Steel Construction
Tapered Hall Frame
Number of Nodes | 9 |
Number of Members | 8 |
Number of Load Cases | 3 |
Number of Load Combinations | 5 |
Number of Result Combinations | 1 |
Total Weight | 1.446 tons |
Dimensions | 50.85 x 1.64 x 22.47 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.
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
The seismic design result is categorized into two sections: member requirements and connection requirements.
The "Seismic Requirements" include the Required Flexural Strength and the Required Shear Strength of the beam-to-column connection for moment frames. They are listed in the ‘Moment Frame Connection by Member’ tab. For braced frames, the Required Connection Tensile Strength and the Required Connection Compressive Strength of the brace are listed in the ‘Brace Connection by Member’ tab.
The program provides the performed design checks in tables. The design check details clearly display the formulas and references to the standard.
In the Concrete Design provides an option to perform seismic design according to AISC 341-16 for steel members.
Five SFRS types (Seismic Force-Resisting Systems) are available for this.
More Information