Load-bearing behaviour
from X-LAM and Glulam
Glued laminated timber elements or X-LAM elements can be viewed as so-called compliantly connected cross-sections. Their load-bearing capacity and rigidity must be determined by taking into account the shear deformation of the transverse layers, also known as rolling shear, and the load position.
Calculation of the load-bearing behaviour
The calculation of the load-bearing behaviour of glued laminated timber elements and X-LAM elements can be carried out with different methods: the so-called shear analogy, the γ-method or the Timoshenko beam theory.
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