2 Timber construction
This example was originally created by Svein-Rune Kleppe from Bergen University College (HIB) for the "Modern and Traditional Timber Construction H2016" course. We have kindly got the permission to use this example for comparative calculations of timber design software.
Check capacity for gluelam beam
No buckling on weak axis and torsional buckling (prohibited by deck)
Check capacity for gluelam column
No buckling on weak axis and torsional buckling (prohibited by wall)
Calculate and check deformation against criteria in Eurocode
For the complete example see attachment.
Permanent load 1.2 kN/m2
Live load 3 kN/m2
Wind load 1.0 kN/m
Deformations split into w.inst, w.fin, w.net.fin
FEM-Design: changed loadcombinations, implemented Sc, Sq, Sf
WOODExpress: updated with newest software release
Updated results Focus Konstruksjon, FEM-Design, WOODExpress