Serviceability Limit State Check

In serviceability limit state checks the instantaneous, the net final and the final relative deflections (including creep) are checked.

The code assumes a linear relation between the actions and corresponding deformations. However nonlinear analysis is also supported: in case of a nonlinear analysis the creep effects of the final deflections are obtained from the instant deflections coming from linear analysis.

For more information read the Timber Code Check Theoretical Background.

  1. Open service Timber in the Process Toolbar
  2. Select function Timber SLS Check
  3. Select the required values and options.
  4. Select the member(s) where the data are to be displayed.
  5. Click the Refresh action button to display the diagrams.
  6. Repeat while necessary.
  7. When you have finished, end the function.