This model integrates advanced calculation methods to analyze the dynamic responses of structures, considering the second-order analysis. It allows for a detailed and precise simulation of the behavior of building structures in RFEM 6 and RSTAB 9, especially when considering P-Delta effects and other nonlinear effects.
Steel Column
Number of Nodes | 6 |
Number of Lines | 1 |
Number of Members | 1 |
Number of Surfaces | 0 |
Number of Solids | 0 |
Number of Load Cases | 6 |
Number of Load Combinations | 1 |
Number of Result Combinations | 0 |
Total Weight | 0.211 tons |
Dimensions | 0 x 16.4 x 0 feet |
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.
The goal of using the RFEM 6 and Blender with the Bullet Constraints Builder add-on is to obtain a graphical representation of the collapse of a model based on real data of physical properties. RFEM 6 serves as the source of geometry and data for the simulation. This is another example of why it is important to maintain our programs as so-called BIM Open, in order to achieve collaboration across software domains.
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
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.
With the "Base Plate" component, you design base plate connections with cast-in anchors. Dabei werden Platten, Schweißnähte, Verankerung und Stahl-Beton-Interaktion analysiert.
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
What are Line Hinges and Line Releases?
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