The wooden beam has flexural deficiencies caused by a change in load conditions or by a degradation of the initial performances of the materials.
The solution
The strained area of the beam may be reinforced by the use of pultruded carbon fibre plates, with fibres placed parallel to the axis of the beam, and inserted in dedicated slots placed on the side walls or on the intrados. This intervention is particularly useful when it should not be visible or when beams are decorated.
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