Modeling Cross-Laminated Timber Structures 4

Tips & Tricks

The support of the cross‑laminated timber plate deserves a closer look. Usually, a cross‑laminated wall is secured against shearing by means of shear connectors and against lifting forces by means of tie rods.

Such a consideration of the according nonlinearities in the program might soon become very complex. It is, however, possible to consider such a support in accordance with the nonlinearities, as shown in the picture.

In my next post, I will explain the slip of the shear connectors shown in the picture.

Links

Contact us

Contact to Dlubal

Do you have any questions or need advice?
Contact us or find various suggested solutions and useful tips on our FAQ page.

+49 9673 9203 0

info@dlubal.com

RFEM Main Program
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