Outdoor and Indoor Swimming Pool aquatherm in Straubing, Germany
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Number of Nodes | 6946 |
Number of Lines | 2748 |
Number of Members | 1753 |
Number of Surfaces | 120 |
Number of Solids | 0 |
Number of Load Cases | 3 |
Number of Load Combinations | 0 |
Number of Result Combinations | 0 |
Total Weight | 2589.794 tons |
Dimensions | 155.29 x 60.71 x 91.13 feet |
When calculating regular structures, data input is often not complicated but time-consuming. Input automation can save valuable time. The task described in the present article is to consider the stories of a house as single construction stages. Data is entered using a C# program so that the user does not have to enter the elements of the individual floors manually.
The goal of using the RFEM 6 and Blender with the Bullet Constraints Builder add-on is to obtain a graphical representation of the collapse of a model based on real data of physical properties. RFEM 6 serves as the source of geometry and data for the simulation. This is another example of why it is important to maintain our programs as so-called BIM Open, in order to achieve collaboration across software domains.
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
This article shows you the internal forces and displacements of a continuous beam calculated both with and without consideration of shear stiffness.
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
Using the "Base Plate" component, you can design base plate connections with cast-in anchors. In addition to plates and welds, the design analyzes the anchorage and the steel-concrete interaction.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
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.
What are Line Hinges and Line Releases?
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