Steel Hall with Concrete Columns
Number of Nodes | 48 |
Number of Lines | 99 |
Number of Members | 99 |
Number of Load Cases | 7 |
Number of Load Combinations | 88 |
Number of Result Combinations | 4 |
Total Weight | 88.380 tons |
Dimensions (Metric) | 20.293 x 20.543 x 12.022 m |
Dimensions (Imperial) | 66.58 x 67.4 x 39.44 feet |
Program Version | 5.24.01 |
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.
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![Design Level 1 - Ultimate Configuration](/en/webimage/044297/3619892/1_EN_-_Tragkonfig_lvl1.png?mw=512&hash=f430d843e4bdd5485ad13ab83926ac08ecee268b)
![KB 001761 | ...](/en/webimage/034236/3383734/Image_1.png?mw=512&hash=e291c1e4af5953551bde5d9d71f599f36ae2e3f7)
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In Concrete Design Add-on for RFEM 6 / RSTAB 9 you can perform the fire design of reinforced concrete slabs and walls according to the simplified table method (EN 1992‑1‑2, Section 5.4.2 and Table 5.8 and 5.9).
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In the Concrete Design add-on, you have the option to define an existing vertically oriented punching shear reinforcement. This is then taken into account in the punching shear design.
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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.