Timber Design | Manual Adjustment of Reference Lengths and Segmentation by Direction
Product Feature
The reference lengths to be considered in the calculation of the deflection limit value and the segments to be checked can be defined independently of each other, depending on the direction. For this, design supports are defined at the intermediate nodes of a member and assigned to the respective direction for the deformation analysis. In the resulting segments, it is also possible to define a precamber for each direction and segment.
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Timber Member Compression Perpendicular to the Grain acc. to NDS 2018 and CSA O86:19
A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
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Associated Products
RFEM 6
Design
The Timber Design add-on designs timber members for the ultimate, serviceability, and fire resistance limit states according to various standards.
Price of First License
1,850.00 EURRSTAB 9
Design
The Timber Design add-on designs timber members for the ultimate, serviceability, and fire resistance limit states according to various standards.
Price of First License
1,850.00 EURSocial Networks
Frequently Visited Pages
- Why cannot I define a rotation when defining layers?
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