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YM'timber ft.o.d = 8.68 N/mm2 Tensile strength of members is OK

Embedment strength of timber

Characteristic embedment strength of timber parallel to grain, /h k (equation (10.35); EC5, equation (8.32)) (The equation incorporates dimension factors for Mathcad.)

Characteristic embedment strength of /h.1.k = /h k the side timber members, /h.1.k

Characteristic embedment strength of /h.2.k = /h k the central timber members: /h 2 k

Yield moment of bolts

Characteristic yield moment of a bolt, .My.Rk

(The equation incorporates dimension factors for Mathcad.)

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