Model of a reinforced concrete tank for the buoyancy design after comparing the weight forces and considering soil reactions
Reinforced Concrete Tank with Buoyancy Design
Number of Nodes | 28 |
Number of Lines | 37 |
Number of Members | 3 |
Number of Surfaces | 18 |
Number of Solids | 3 |
Number of Load Cases | 4 |
Number of Load Combinations | 4 |
Number of Result Combinations | 2 |
Total Weight | 115.200 tons |
Dimensions | 91.86 x 32.81 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.
Do you work with the structural components consisting of slabs? In that case, you have to perform the shear force design with the requirements of punching shear design, for example, according to 6.4, EN 1992‑1‑1. In addition to floor slabs, you can also design foundation slabs in this way.
In the Ultimate Configuration for concrete design, you can define the punching design parameters for the selected nodes.
Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.
In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.
In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.
These objects allow you to create a better reference to the dimensions.