Structural Engineering | B+G Ingenieure Bollinger und Grohmann GmbH Frankfurt am Main, Germany www.bollinger-grohmann.com |
Architect | Dmitry Pshenichnikov Moscow, Russia |
Construction | Main Contractor for Projecting Roofs and Roofing Arnold AG, Friedrichsdorf, Germany www.arnold.de Steel Construction for Main Arch Heinrich Lamparter Stahlbau GmbH & Co. KG, Kassel / Kaufungen, Germany stahl-und-glas.de Steel Construction for Bridge Müller Offenburg GmbH und Co. KG, Germany www.mueller-offenburg.de Steel Structure Producer Stalkon Moscow, Russia www.stalkon.ru |
Investor | Aeroflot Moscow, Russia |
Steel Roofs and Bridge of Sheremetyevo International Airport in Moscow, Russia
Project Specifications
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![Conversion to Parametric Section](/en/webimage/010270/3087080/01-en.png?mw=512&hash=65e98cfe859ce35a3e3e9da47a0ef9335401520e)
Rolled sections, the most common cross‑section type in RFEM and RSTAB, can also have user‑defined parameters. To do this, select the cross‑section to be modified in the cross‑section library and click the [Parametric Input...] button.
![Database of Foundation Templates](/en/webimage/010191/3063141/01-en.png?mw=512&hash=65e98cfe859ce35a3e3e9da47a0ef9335401520e)
In RFEM 5 as well as RSTAB 8 in RF-/FOUNDATION Pro, you can save the foundation dimensions for all five foundation types as foundation templates in a user-defined database and use them later in other models.
![Separate Load Entry for Structure or Foundation Design](/en/webimage/010211/3062951/01-en.png?mw=512&hash=65e98cfe859ce35a3e3e9da47a0ef9335401520e)
In RF-/FOUNDATION Pro, the foundation design requires the definition of the corresponding loading (load cases, load combinations, or result combinations) for different design situations (STR, GEO, UPL, or EQU).
![Visual Help for Defining Support Conditions for Sets of Members in Design According to EN 1993-1-1, Clause 6.3.4](/en/webimage/010197/3060614/EN01.png?mw=512&hash=e00640dcd4db19bb872634151a9f2b6af2ded6d2)
In RF-/STEEL EC3, sets of members are calculated according to the General Method (EN 1993-1-1, Cl. 6.3.4) together with the stability analysis. To do this, it is necessary to determine the correct support conditions for the equivalent structure with four degrees of freedom. In most 3D models today, you can quickly lose track of the location of a set of members in the system.
![Steels according to the Australian standard AS/NZS 4600:2005 in the material database](/en/webimage/006816/1584844/1356-en-png.png?mw=512&hash=71078e1c67a8e5709fa8b557bdb4e112b35390a6)
The material database in RFEM, RSTAB and SHAPE-THIN contains steels according to the Australian standard AS/NZS 4600:2005.
![Feature 002820 | Limit Plastic Strain for Welds](/en/webimage/050344/3881226/1.png?mw=512&hash=9d7f6c198b6d4ae6ee8f2fa8bca75f85579e14c9)
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
![Component "Base Plate"](/en/webimage/050345/3936120/50345.png?mw=512&hash=3bd641cb1a2445804b338855e4debfc40c6563e9)
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.
![Feature 002807 | 3D Display of FSM Results](/en/webimage/049281/3861162/2024-05-01_10-32-55.png?mw=512&hash=2377d291bc20ac3d78d617b50c131614e99ac6f7)
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
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