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Angle of the shear plane 2 force relative 03.2.b = 0 ■ deg to the grain of member 3 in the joint comprising members 3,2,3: 03>2>b

Angle of the shear plane 2 force relative 02.3.b = 60 ■ deg to the grain of member 2 in the joint comprising members 3,2,3: 02.3.b

Embedment strength of the timber: Of member 2 in joint 1,2,1, fh.e.1.2.k

Characteristic yield moment of the bolt, My Rk

(Table 10.5 (EC5, equation (8.14))) (The equation incorporates dimension factors for Mathcad.)

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