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002077
2017-12-01

Considering Flexibility in Cross-Laminated Timber Connections

How do I take the flexibility of a connection in cross-laminated timber structures into account?


Answer:

To consider the flexibility of a connection, you must at minimum release the rotational degree of freedom in RFEM. In addition, the flexibility of the fasteners in the x- and y-directions of the surface should also be taken into account.



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