RFEM/RSTAB and RF-/STEEL SP are certified in Russia. The certificate applies to the following standards:
- SP 20.13330.2016
(SNIP 2.01.07-85*) - SP 16.13330.2017 (SNIP II-23-81*)
- SP 53-102-2004
RF-/STEEL SP Add-on Module for RFEM/RSTAB
Design of Steel Members According to Russian Standard SP 16.13330.2017
Certification for Russia
The RF-/STEEL SP add‑on module performs the ultimate and the serviceability limit state design of members and sets of members according to the standard:
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SP 16.13330.2017 (Russian standard)
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Features
- Design of tension, compression, bending, shear, and combined internal forces
- Stability analysis of flexural buckling and lateral-torsional buckling
- Automatic determination of stability factors according to Annex E, F, and G
- Optional application of discrete lateral supports to beams
- Automatic slenderness check of cross-section parts under compression
- Deformation analysis (serviceability)
- Cross-section optimization
- Wide range of cross-sections available, for example rolled I-sections, C-sections, rectangular hollow sections, angles and T-sections. Welded sections: I‑shaped (symmetrical and asymmetrical about major axis), channel sections (symmetrical about major axis), rectangular hollow sections, angles, round pipes and round bars
- Clearly arranged result tables
- Detailed result documentation including references to design equations of the used standard
- Various filter and sorting options of results including result lists by member, cross-section, x-location, or by load cases, load and result combinations
- Result table of member slenderness and governing internal forces
- Parts list with weight and solid specifications
- Seamless integration in RFEM/RSTAB
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Working with RF-/STEEL SP
It is necessary to enter material, load and combination data in RFEM/RSTAB in compliance with the design concept specified by the standard SP 16.13330.2011. The RFEM/RSTAB material library already contains relevant materials.
The RF-/STEEL SP add-on module requires members and sets of members as well as load cases, load combinations, and result combinations to be designed.
In the subsequent input windows, you can adjust preset definitions of lateral intermediate supports and effective lengths.
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Results
The first result window shows the maximum design ratios including the corresponding design of each designed load case, load combination, or result combination.
The other result windows list all detailed results sorted by specific subject in extendable tree menus. All intermediate results along a member can be displayed at any location. In this way, you can easily retrace how the module has performed the individual designs.
Complete module data is part of the RFEM/RSTAB printout report. You can select the report contents and extent specifically for the individual designs.
Contact us
Do you have any questions about our products or need advice on selecting the products needed for your projects?
Contact us via our free e-mail, chat, or forum support or find various suggested solutions and useful tips on our FAQ page.
| Manual RF-STEEL SP | |
| Manual STEEL SP |
Price
New
Parametrization of Rolled Cross-Sections
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters.
- Where can I find the materials for the corresponding National Annexes in RFEM 6 and RSTAB 9?
- How do I apply wind load on members of open structures?
- Is it also possible to use RF‑/TOWER Loading without the other TOWER add-on modules?
- I do not want to design a cross-section in the RF‑/STEEL EC3 add-on module. Can I quickly remove this cross-section from the selection?
- I have a roof structure resting on a steel column that runs to the foundations. The column runs through a perimeter wall that supports the false ceiling. A considerable part of the load from the roof is transferred to the wall. I want the steel column to carry all the vertical loads from the roof. How can I do it?
- Are the models and presentations from Info Day 2018 freely available, and can you send them to me?
- I encountered a sharing violation while importing a dxf file into SHAPE-THIN. What is the issue?
- How can I display membrane stresses in the results of RF‑STEEL Surfaces?
- What is the meaning of the superposition according to the CQC rule in a dynamic analysis??
- How is the automatic creation of c/t-parts carried out?
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