M

y.Rk

Double shear joint formed from members 1,2,1. For a timber-to-timber joint with a bolt in double shear, the characteristic lateral resistance per shear plane is the smallest value of equations (10.7)-(10.10) in Table 10.2 (EC5, equations (8.7)), where:

Ratio of the embedment strength of member 2 to member 1, f}21

Failure mode (g):

Failure mode (h):

Rk.1

Failure mode (j), incorporating 15% for the axial strength of the bolt

4 • 02.1 • (2 + 02.1) • My.Rk fh.e.1.2.k • tf • d

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