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2024-05-13

CSA O86:19 CLT Building Design in RFEM 6 (USA)

Webinars provide the opportunity to gain expert knowledge and to ensure you’re getting the most out of your Dlubal programs.
CSA O86:19 CLT Building Design in RFEM 6
CSA O86:19 CLT Building Design in RFEM 6 (USA)
2024-05-21
2:00 PM - 3:00 PM EDT
English (US)
Free
EN-US | Flag Event
Webinar | CSA O86:19 CLT Building Design in RFEM 6
Free Webinar | CSA O86:19 CLT Building Design in RFEM 6 (USA)

This webinar will provide the design workflow for multistory CLT buildings acc. to the CSA O86:19 in RFEM 6.
Time Schedule
00:00
Introduction
03:18
Example 1: Timber floor model review
24:25
Loading and Load Combinations
32:55
Timber Design Add-on data input
39:45
Analysis and design results
45:08
Modal Analysis Add-on vibration analysis
47:55
Example 2: Multistory building model review
49:45
Building Model Add-on data input
56:52
Analysis and design results
1:02:21
Conclusion

Presentation Model to Download

Below, under Models to Download, you will find the model(s) used in the webinar. This will allow you to independently follow the webinar step by step with the provided model after the presentation is complete.

Location

Online
Links
Downloads
Presentation Slides to Webinar "CSA O86:19 CLT Building Design in RFEM 6" (PDF)
1.22 MB
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Models to Download
Knowledge Base Articles
Model of High-Rise Residential Building in RFEM (© bauart Konstruktions GmbH & Co. KG)
There are various settings that can be used to influence the file size of models. The following article explains the basic principles and program-specific settings.
KB 001759 | Consideration of Second-Order Effects in RFEM 6 and RSTAB 9
Consideration of p-δ Second-Order Effects in RFEM 6 and RSTAB 9
Illustration of a method for performing stability analysis according to DIN EN 1992-1-1 in RFEM 6
For reinforced concrete components and structures whose structural behavior is significantly influenced by the second-order effects, Eurocode 2 provides the general method based on a nonlinear determination of internal forces according to the second-order analysis (5.8.6), as well as an approximation method based on the nominal curvature (5.8.8).

The aim of this technical article is to perform a design according to the general design method of Eurocode 2, using the example of a slender reinforced concrete column.
Modell eines Stahlbetonbalkens, der durch Kriechen und Schwinden beeinflusst wird
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
Screenshots
Product Features
Feature 002443 | Control of Crack Condition for Deformation and Crack Width Analysis

Various design parameters of the cross-sections can be adjusted in the serviceability limit state configuration. The applied cross-section condition for the deformation and crack width analysis can be controlled there.

For this, the following settings can be activated:

  • Crack state calculated from associated load
  • Crack state determined as an envelope from all SLS design situations
  • Cracked state of cross-section - independent of load
Feature 002415 | Improved Segmentation for Deformation Analysis

In the "Deflection and Design Support" tab under "Edit Member", the members can be clearly segmented using optimized input windows. Depending on the supports, the deformation limits for cantilever beams or single-span beams are used automatically.

By defining the design support in the corresponding direction at the member start, member end, and intermediate nodes, the program automatically recognizes the segments and segment lengths to which the allowable deformation is related. It also automatically detects whether it is a beam or a cantilever due to the defined design supports. The manual assignment, as in the previous versions (RFEM 5), is no longer necessary.

The "User-Defined Lengths" option allows you to modify the reference lengths in the table. The corresponding segment length is always used by default. If the reference length deviates from the segment length (for example, in the case of curved members), it can be adjusted.

Feature 002416 | Result Display via Clipping Plane

This feature also contributes to the clearly-arranged display of your results. Clipping planes are intersecting planes that you can place freely throughout the model. The zone in front of or behind the plane is consequently hidden in the display. This way, you can clearly and simply show the results in an intersection or a solid, for example.

Feature 002426 | Animation of Deformation

The deformation process of the global deformation components can be represented as a movement sequence.

Frequently Asked Questions (FAQ)

Is it possible to consider shear panels and rotational restraints in the global calculation?

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