RF-/TIMBER CSA | Design

Technical Article on the Topic Structural Analysis Using Dlubal Software

  • Knowledge Base

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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RFEM 5
RF-TIMBER CSA

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Design of timber members according to the Canadian standard CSA O86-14

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