Parameterization of the connection of a steel I-section beam to a concrete block, the dimensions of the connection plate and the concrete block can be adjusted, as well as the dimensions (diameter and length) and the location of anchor bolts.
A model created by the Dlubal Latam engineering team. The model is also available as a parameterized block on the Dlubal Latam website.
I-Section to Concrete Block Connection
Block parameters editable dynamically | |
Number of Nodes | 55 |
Number of Lines | 60 |
Number of Members | 9 |
Number of Surfaces | 26 |
Number of Solids | 2 |
Number of Load Cases | 1 |
Number of Load Combinations | 2 |
Number of Result Combinations | 0 |
Total Weight | 2.365 tons |
Dimensions | 6.59 x 3.28 x 3.28 feet |
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.
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.
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.