RFEM Model of Office Building of Municipal Works in Kirchheim unter Teck, Germany | © Furche Geiger Zimmermann Tragwerksplaner GmbH
Office Building Timber Structure with Reinforced Concrete Elements
Number of Nodes | 455 |
Number of Lines | 606 |
Number of Members | 61 |
Number of Surfaces | 26 |
Number of Solids | 0 |
Number of Load Cases | 8 |
Number of Load Combinations | 106 |
Number of Result Combinations | 4 |
Total Weight | 655.474 tons |
Dimensions | 80.38 x 53.18 x 42.36 feet |
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.
In RFEM, the oriented strand board (OSB) material is available for the USA and Canada. The material parameters are taken from the "Panel Design Specification manual".
In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.
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.