An improvement that will benefit your smooth workflow: You can now export your RFEM and RSTAB models in XML, SAF, and VTK (results from RWIND).
Knowledge Base
Duration: 00:01:24 min
Duration: 00:00:55 min
Duration: 00:00:41 min
Duration: 00:00:57 min
Duration: 00:00:55 min
Duration: 00:00:49 min
Duration: 00:00:52 min
Duration: 01:10:25 min
Duration: 00:49:22 min
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 is presented.
Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.
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.
I would like to analyze temporary structures. Which programs do you recommend?
How do I include the overstrength factor(s) Ωo in the ASCE 7 load combinations?
How do I include the redundancy factor(s) ρ in the ASCE 7 load combinations?
In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?
How can treating a connection as fully rigid result in an uneconomical design?
Is it possible to consider shear panels and rotational restraints in the global calculation?
_1.jpg?mw=350&hash=ab2086621f4e50c8c8fb8f3c211a22bc246e0552)
