n ax.Rk

4L w

Characteristic axial withdrawal capacity Fax Rk = min(F 1ax Rk, F2ax Rk) of the bolt, Fax.Rk:

Shear plane 1 - strength assessment:

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, p2.1

Failure mode (g):

Fv.Rk.1 = fh.e.1.2.k ■ tl ■ d Failure mode (h): Fv.Rk.2 = 0.5 ■ fh.e.2.1.k ' t2 ' d Failure mode ( j):

0 0

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