7 CLT Design check
The task is to check various utilization values of a CLT beam.
6m span, 1m width
CLT 200mm, 5 layers
Service class 2
permanent load: 1 kN/m2
live load: 2 kN/m2
fire rating: 60 minutes (1 sided)
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FEM-Design: deflection check limits for u,net,fin and u,fin switched
updated CLT slab design check graph
FEM-Design: deflection calculations changed
Chart for deflections modified
FEM-Design: added calculation with orthotropic shell
FEM-Design: material safety factor changed from 1,3 to 1,25
Bending utilization changed to 40%