RF-/TIMBER NBR | Design

Technical Article on the Topic Structural Analysis Using Dlubal Software

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The cross-section resistance design analyzes tension and compression along the grain, bending, bending and tension/compression as well as the strength in shear due to shear force.

The design of structural components at risk of buckling or lateral-torsional buckling is performed according to the Equivalent Member Method and considers the systematic axial compression, bending with and without compression force as well as bending and tension. Deflection of inner spans and cantilevers is compared to the maximum allowable deflection.

Separate design cases allow for a flexible and stability analysis of members, sets of members, and loads.

Design-relevant parameters such as the stability analysis type, member slendernesses, and limit deflections can be freely adjusted.

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RFEM
RF-TIMBER NBR

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Design of timber members according to the Brazilian standard NBR 7190:1997

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