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Downstand Beam Using Ribs

Downstand Beam Using Ribs

 Automatic Eccentricity

Automatic Eccentricity

FAQ 002055 EN

1 December 2017

Modeling | Structure RFEM 5.xx

How can I consider downstand beams in cross-laminated timber structures?

Answer

In RFEM, downstand beams can be modeled using surfaces and member cross-sections. In both systems, curved downstand beams are also easily possible. In the case of the curved surface, the member is always appropriately generated by means of the automatic member eccentricity with the thickness distance of the surface and the member.

Keywords

downstand beam cross-laminated timber

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RFEM Main Program
RFEM 5.xx

RFEM 5.xx

Main Program

Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements

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