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CP 000479 | G3 Shopping Resort in Gerasdorf, Austria
Video
First Steps with RFEM
Description
The G3 Shopping Resort in Gerasdorf, in the north of Vienna, was opened in 2012. At the time, it was the largest cross-laminated timber project ever and Europe's largest timber construction site.
Keywords
Dlubal customer project Timber Timber structure Roof CLT Cross-laminated timber Glued-laminated timber Building Roof Structure Frame structure Structural Design Customer project Project with Dlubal Software Dlubal Practical Example
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The transparency intensity of various graphic elements in the Solid Transparent Display Mode can be edited individually in the Program Options dialog box under the Graphic tab to improve the overview.
![Vertical Soil Stress under Corner Point of Uniform Rectangle Load [2]](/-/media/Images/website/img/000001-010000/009601-009700/009675.png?la=en-US&mlid=AEBCAC28C25A4A2F93F419D5DA4345C3&hash=FCBCB6855E60021AD52D69E883CC664E5B66672B)
![Vertical Soil Stress According to Boussinesq [2]](/-/media/Images/website/img/000001-010000/009601-009700/009674.png?la=en-US&mlid=6A2CE5FBD4C1471CB9163F4CD95C1105&hash=80B938B2DF3D3FDF7E1E5C66B3E5FB6EBF289AB7)
![Distribution of Forces and Moments in Column Base According to [1]](/-/media/Images/website/img/000001-010000/009601-009700/009638.png?la=en-US&mlid=7D34CEAAE7354583A29169095622B515&hash=1C29D4703C59F464778B8861B097C4BCC2E2CBC1)
![System and Loading According to [1]](/-/media/Images/website/img/000001-010000/009601-009700/009634.png?la=en-US&mlid=F0F0A23924B8424CA1C2905961DF676B&hash=EB7EDB8B793523A4241420070F0B8F5E64C0935D)
![Distribution of Vertical Soil Stresses and Related Settlement under Uniformly Distributed Load from [2]](/-/media/Images/website/img/000001-010000/009601-009700/009676.png?la=en-US&mlid=0F1EF7232A7141658DA9FC03757AD39F&hash=BC4A55AF6F77C73313D89995782F79D77570A8F7)
![Time-Dependent Settlement Components [2]](/-/media/Images/website/img/000001-010000/009601-009700/009673.png?la=en-US&mlid=136EB2E10159447D9AA4FCBA2CAAFFAC&hash=1233253845D187032D57D5E562CAFD1B03E2C11B)
![Case Distinction According to [1]](/-/media/Images/website/img/000001-010000/009401-009500/009458.png?la=en-US&mlid=9118EFFECFE84F8A8D9EB6620E643BDA&hash=A7E73FEA5085006945018966B2D643561B53EE9D)
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Structural Analysis Models for Download
Download numerous structural models (for example, RFEM, RSTAB, or RWIND files) to utilize them for training purposes or for your projects.
- The scale of my graphic is not displayed in the printout report. How can I change that?
- After installing version 8.25, the profiles in RSTAB appear different to me than originally - much more darker. Is there anything that can be done about it?
- How can I use the COM interface to B. delete all nodes or members in a model?
- Is it possible to keep the results from RWIND Simulation when deleting the FE mesh if I only adjust materials or support conditions?
- How can I change the colors of the selection and preselection?
- After the calculation in the RF‑/DYNAM Pro - Equivalent Loads add-on module, the size of my file has increased significantly. The performance has worsened enormously. What could be the reason for this?
- Is it possible to make the generated member loads from area loads via plane to act eccentrically on the member cross-section?
- Why are my imperfections displayed graphically in different ways and can I adjust the display?
- What happens with the programs and add-on modules in the case of the timeout of a network license? And how can I increase the timeout?
- After the design with RF‑/TIMBER Pro, I optimized a cross-section. Why is the utilization of the optimized cross-section exceeded now?
