Steel Hall
Number of Nodes | 65 |
Number of Lines | 112 |
Number of Members | 112 |
Number of Load Cases | 16 |
Number of Load Combinations | 394 |
Number of Result Combinations | 2 |
Total Weight | 19.421 tons |
Dimensions (Metric) | 20.500 x 30.500 x 8.250 m |
Dimensions (Imperial) | 67.26 x 100.07 x 27.07 feet |
Program Version | 5.26.01 |
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.
![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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