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6. Embedment strength of the timber

Characteristic embedment strength of the beam timber parallel to the grain (equation (10.35); EC5, equation (8.32))

(The equation incorporates dimension factors for Mathcad.)

fh.o.k = 0.082 ■ (pk ■ ^ ) ■ (1 - 0.01 ■ — V kg J \ mm

Embedment factor for softwood, k9o, (Table 10.7

Characteristic embedment fh.a.k = strength of timber at an angle to the grain, fh.a.k (equation (10.36); EC5, equation (8.31))

7. Yield moment of a bolt

Characteristic yield moment My.Rk = 0.3

(The equation incorporates dimension factors for

Mathcad.)

8. Withdrawal resistance of a bolt

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