2442x
000737
2021-03-26

Modeling Cross-Laminated Timber Structures - Fasteners

In the case of wall-like load-bearing behavior of the cross-laminated timber plate, special attention must be paid to the shear deformation in the plane of the pane and thus, in particular, to the displaceability of the fasteners.

The slip of a timber wall is computed using the slip modulus. For a 4 mm nail in common C24 timber, we obtain a slip of 793.981 N/mm per shear plane. Now, all that is left to do is to consider the mean value of the stiffness and the partial safety factor, which is omitted in this example. The distance between the nails used then gives the necessary longitudinal stiffness of the joint.

In this example, a nail is defined every 10 cm.

This results in a stiffness of 7,939 kN/m².


Author

Mr. Kuhn is responsible for developing products for timber structures, and provides technical support for our customers.

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