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Analysis and modeling of a multi-story residential building made of CLT panels.
CLT Multi-Story Building
| Number of Nodes | 1616 |
| Number of Lines | 3004 |
| Number of Members | 641 |
| Number of Surfaces | 1003 |
| Number of Solids | 0 |
| Number of Load Cases | 16 |
| Number of Load Combinations | 52 |
| Number of Result Combinations | 1 |
| Total Weight | 101.805 tons |
| Dimensions (Metric) | 21.975 x 10.984 x 22.600 m |
| Dimensions (Imperial) | 72.1 x 36.04 x 74.15 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.
Product Feature
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Knowledge Base
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This article will show you how to define longitudinal ribs on a member plate using the “Rib” component in the Steel Joints Add-On.
This article draws a parallel between generating an FE mesh for separate objects using the “Independent FE mesh preferred” option, and generating the mesh without using said option.
In this article, you will learn how to model a simple end plate connection in RFEM 6.
Utilizing the Steel Design Add-on, steel design is possible according to the AISC 360-22 standard. The following article will compare the result output when calculating lateral torsional buckling according to Chapter F vs. an Eigenvalue Analysis.
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The design results of the add-ons can be optionally displayed in the tables by design situations. This allows you to evaluate the results in great detail.
In the combination wizard, you can create final result combinations using auxiliary combinations. In the case of models with many load cases (for example, moving loads for bridges), you can use this option to generate result combinations that are more transparent and thus easier to check.
In RFEM and RSTAB, you have the option to export several printout reports into a PDF file.
You can find this function in the Navigator – Data.
The "Results by Story" table of a building model shows the center of gravity for load cases and load combinations. In addition to the self-weight, the vertical loads of the respective load cases and load combinations are also taken into account.
You can also use the "Center of Gravity and Information About Selected Objects" dialog box to display the center of gravity, taking into account the selected loading.
How are the spring constants of "Stiffness" determined using a fictitious column?
How can I export tapered beams from Tekla Structures to RFEM 6?
How can I exclude the dead load in NBC load combinations when performing a deflection check?
The bending moments of members are displayed very small. How can I enlarge them?
The cross-section of a member suddenly twists about its own axis along a member in my RFEM 6 or RSTAB 9 model. Why does this happen and how can it be fixed?
How can I define a line load for only part of a member?
