Starting in autumn 2012, a residential complex will be built in Wörgl, Austria, whereby the planning (that is, structural analysis, work planning, tendering, and so on) will be carried out in a complete BIM model at the request of the client. For this purpose, software tools from the company b.i.m.m. GmbH were used, by which architects, structural engineers, and building engineers can work together efficiently on a 3D model. RFEM and the Autodesk programs Revit Architecture and Revit Structure, to which Dlubal has a direct interface, served as the basic software for this project.
Structural analysis, implementation, and detail planning
AGA-Bau-Planungs GmbH
Kufstein, Austria
www.agabau.at
Deformation of House B presented in 3D rendering (© AGA-Bau)
Structural analysis, implementation, and detail planning
AGA-Bau-Planungs GmbH
Kufstein, Austria
www.agabau.at
Deformation of House B presented in 3D rendering (© AGA-Bau)
Reinforced Concrete Residential Complex
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Customer Project / View Only
Number of Nodes | 869 |
Number of Lines | 1394 |
Number of Members | 75 |
Number of Surfaces | 362 |
Number of Load Cases | 4 |
Number of Result Combinations | 2 |
Total Weight | 9620.832 tons |
Dimensions (Metric) | 71.564 x 50.699 x 23.150 m |
Dimensions (Imperial) | 234.79 x 166.34 x 75.95 feet |
Program Version | 5.23.01 |
![Deformation Without Adjacent Settlement](/en/webimage/011759/2564745/01-de.png?mw=512&hash=9f2525444a7414dfb1c05a73e375e9c4fe4f47b1)
Settlement within a structural system can also affect the surrounding structures. The adjacent settlement of separated slabs can be considered with RF-SOILIN using a small trick.
![Floor Slab with Racking Loads](/en/webimage/011117/2470737/01-en.png?mw=512&hash=65e98cfe859ce35a3e3e9da47a0ef9335401520e)
Describing the procedure for the serviceability limit state design of a floor slab made of steel fiber reinforced concrete. This article shows how to perform the corresponding design for the SLS by means of the iteratively determined FEA results.
![Base Plate with FE Mesh Refinements and Shelf Support Loads](/en/webimage/008690/2217100/01-_en.png?mw=512&hash=54c6d3ca8325d85ed7a00ec6f5095c0a2863158d)
Steel-fiber-reinforced concrete is mainly used nowadays for industrial floors or hall floors, foundation plates with low loads, basement walls, and basement floors. Since the publication in 2010 of the first guideline about steel-fiber-reinforced concrete by the German Committee for Reinforced Concrete (DAfStb), a structural engineer can use standards for the design of the steel fiber-reinforced concrete composite material, which makes the use of fiber-reinforced concrete increasingly popular in construction. This article describes the nonlinear calculation of a foundation plate made of steel fiber-reinforced concrete in the ultimate limit state with the FEA software RFEM.
![Design Spectrum](/en/webimage/008895/600979/KB_1578_01_EN.png?mw=512&hash=b3d405a4bf6254358f6c2194c96b38a692c0d571)
DIN EN 1998-1 with the National Annex DIN EN 1998-1/NA specifies how to determine seismic loads. The standard applies to structural engineering in seismic areas.
![Feature 002828 | Fire Design of Slabs and Walls According to Simplified Table Method](/en/webimage/050837/3925042/50837.png?mw=512&hash=b06639a36ab8b62ab6d08e08552a5ec274469a37)
In the Concrete Design add-on for RFEM 6, 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).
![Feature 002825 | Shear Walls and Deep Beams Consisting of Members](/en/webimage/050709/3925056/50709.png?mw=512&hash=8e57b70946dcc367584aee1ee2d82b3efafa652f)
When generating shear walls and deep beams, you can assign not only surfaces and cells, but also members.
![Feature 002826 | Punching Shear Reinforcement](/en/webimage/050658/3936123/50658.png?mw=512&hash=ae20d4ca78cdf203a2c2d3ccbb7daa0f324da77a)
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.
![Feature 002801 | Punching Shear Design for All Section Shapes](/en/webimage/048276/3861250/2024-05-01_15-05-25.png?mw=512&hash=7732dd7fd2a19d53a9f6f77a35896a7c3676cff2)
Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
I just have to calculate an open hall with low roof loads and, compared to them, relatively high wind loads. In theory, it is necessary to perform the lateral-torsional buckling design of the bottom flange. Unfortunately, the combination 1.0*G + 1.5*W is missing.
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