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Fig. 12


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Balance of the horizontal wood part gives: (i) a relation between the maximum contact pressure p max and the tension F in the bolt: F = p max bΔ/2 with p max = K(θ e −δ) = K θΔ and (ii) a relation between the bending moment M in the connection and the tension F in the bolt: F = M/(e−Δ/3).

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