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The joint type ‘Main member only’ in RF‑/JOINTS Timber - Steel to Timber can also be applied for more than one connected member. This is particularly useful in the case of very complex connection geometry of connected members. The number of connected members is unlimited for Type I.
Model Used in
The joint type I "Main member only" in RF-/JOINTS Timber - Steel to Timber is also suitable for more than one connected member.
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 compressive force as well as bending and tension. Deflection of inner spans and cantilevers is compared to the maximal 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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