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h.0.2.3.a.k k90 . sin(e2.3.a ■ deg)2 + C0s(e2.3.a ■ deg)2

h.e.3.2.a.k k90. sin(e3.2.a ■ deg)2 + cos(e3.2.a ■ deg)2

h.e.3.2.b.k k90. sin(e3.2.b ■ deg)2 + cos^.b ■ deg)2

k90 • sin(02.3.b • deg)2 + cos(02.3.b • deg)2

Characteristic yield moment of a bolt,

My.Rk

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

Shear plane 1 - strength assessment:

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