RF-/TIMBER CSA | Design
Product Feature
The cross-section resistance design analyzes tension and compression along the grain, bending, and bending and tension/compression, as well as shear due to shear force.
The design of structural components at risk of buckling and lateral-torsional buckling is performed according to the Equivalent Member Method and considers the systematic axial compression, bending with and without compression force, and bending and tension. The deflection of inner spans and cantilevers is compared to the maximum allowable deflection.
Separate design cases allow for a flexible analysis of members, sets of members, and actions, as well as for the individual stability analyses.
Design-relevant parameters such as the stability analysis type, member slendernesses, and limit deflections can be freely adjusted.
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SLS Checks Taking into Account Resulting Deformation
In the RF-/TIMBER Pro, RF-/TIMBER AWC, and RF-/TIMBER CSA add-on modules, you can consider the resulting deformation of a member or set of members. In addition to the local directions y and z, you have the option "R". This allows you to compare the total deflection of a girder to the limit values given in the standards.
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Associated Products
RFEM 5
Add-on Module
Design of timber members according to the Canadian standard CSA O86-14
Price of First License
1,250.00 EURSocial Networks
Frequently Visited Pages
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
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