PSI - Issue 5

Patrícia C. Raposo et al. / Procedia Structural Integrity 5 (2017) 1141–1146 Patrícia C. Raposo et al. / Structural Integrity Procedia 00 (2017) 000 – 000

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Fig. 2. Deformation of the beam under analysis (image adapted from: [9]).

Fig. 3. Model of the global displacement of the floor structure (image from: [9]).

Table 1. K def values for solid wood (Adapted from Eurocode 5: [13]).

Service class

Material

Standard

1

2

3

Massive wood

EN 14081-1 (2005)

0.60

0.80

2.00

Table 2. Rare combination of shares by applying the coefficients K def (adapted from: [9]).

Rare actions combination, applying the K def coefficients

ψ 2 K def U fin, G (cm) U fin ,Q (cm) U fin (cm) f max =L/200 (cm)

Permanent

Overload

1.907

3.056

0.2 0.6

3.051

3.423

6.474

3.125

Fig. 4. Delivery of the wooden beam on the masonry wall (image adapted from: [9]).