7 CLT Design check
Task
The task is to check various utilization values of a CLT beam.
Geometry
6m span, 1m width
CLT 200mm, 5 layers
Service class 2
Loads
selfweight
permanent load: 1 kN/m2
live load: 2 kN/m2
fire rating: 60 minutes (1 sided)
Software
CLTDesigner
Version: 8.1.2
Calculatis
Version: 4.04.0
FEM-Design
https://strusoft.com/software/3d-structural-analysis-software-fem-design/
Version: 19.00.005
Focus Konstruksjon
We gladly accept calculation of other software programs. In case you would like to add a new calculation or have suggestions for posted solution, please contact postmaster@node.no.
Changes
2022-03-09
FEM-Design: changed CLT to Binderholz due to issues in fire design with r33 and r66 values for Söder CLT / fixed wrong definition for one sided fire
2022-03-02
Focus Konstruksjon 2022 added
Calculatis updated to 4.04.0
CLT Designer updated to 8.1.2
FEM-Design updated to 21.00.001
2021-01-08
FEM-Design: deflection check limits for u,net,fin and u,fin switched
updated CLT slab design check graph
2021-01-07
FEM-Design: deflection calculations changed
Chart for deflections modified
2021-01-06
FEM-Design: added calculation with orthotropic shell
2021-01-05
FEM-Design: material safety factor changed from 1,3 to 1,25
Bending utilization changed to 40%