Designed with Steel Design for RFEM 6
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![Add-on "Steel Design"](/en/webimage/024214/3132529/Posouzení-ocelových-konstrukci.jpg?mw=400&hash=017ea8c2a0fc03ca9a678a373cd3462967794775)
The price is valid for United States.
![KB 001875 | AISC 341-22 Moment Frame Member Design in RFEM 6](/en/webimage/047794/3736755/im01.jpg?mw=512&hash=33697d419a0e8a96b738e8e2e97fae057743a108)
![KB 001761 | ...](/en/webimage/034236/3383734/Image_1.png?mw=512&hash=e291c1e4af5953551bde5d9d71f599f36ae2e3f7)
![KB 001767 | AISC 341-16 Moment Frame Member Design in RFEM 6](/en/webimage/034944/3400296/11.png?mw=512&hash=34cee10711e3f971f820be435910cf1365277cb9)
![KB 001768 | AISC 341-16 Moment Frame Connection Strength in RFEM 6](/en/webimage/034516/3391609/Result.png?mw=512&hash=f0621777339b8f63b334b9d11f44f77f58603014)
![Seismic in Steel Design Add-on | Results](/en/webimage/048272/3780831/Result.png?mw=512&hash=f0621777339b8f63b334b9d11f44f77f58603014)
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.
![Feature 002733 | AISC 341-16 Seismic Design for Steel Members](/en/webimage/046714/3687289/2024-01-22_14-59-34.png?mw=512&hash=c40e31a400b6356dce69fc7950605162e3e25771)
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![Feature 002672 | Stability and Cross-Section Design for Cold-Formed Sections According to EN 1993-1-3](/en/webimage/043981/3642417/43981_EN.png?mw=512&hash=62f7155243a0b8fa47a372448e042361ccc0908f)
In the Steel Design add-on, you can apply a value for cold-formed sections according to EN 1993‑1‑3, which performs the stability analysis and cross-section design according to Sections 6.1.2 - 6.1.5 and 6.1.8 - 6.1.10.
Go to Explanatory Video![AISI S100 / CSA S136 Cold-Formed Steel Design in RFEM 6](/en/webimage/040277/3509688/Cold_formed_AISI_EN.png?mw=512&hash=64fe70077d24767102745523ca11a1880ab1ff6e)
The design of cold-formed steel members according to the AISI S100-16 / CSA S136-16 is available in RFEM 6. Design can be accessed by selecting “AISC 360” or “CSA S16” as the standard in the Steel Design Add-on. “AISI S100” or “CSA S136” is then automatically selected for the cold-formed design.
RFEM applies the Direct Strength Method (DSM) to calculate the elastic buckling load of the member. The Direct Strength Method offers two types of solutions, numerical (Finite Strip Method) and analytical (Specification). The FSM signature curve and buckling shapes can be viewed under Sections.