The three-dimensional stresses in bolted wood connections are evaluated and
the results compared with those from two-dimensional analyses. Elastic bol
ts, bolt/hole clearance, and geometric variations are accounted for. as are
the effects of side members. While the two- and three-dimensional results
agree reasonably well with each other for relatively short bolts (thin memb
ers), contact stresses become extremely large and highly three-dimensional
for proportionally longer bolts (thick members) and/or with decreased frict
ion. Under such conditions, plane-stress assumptions are inadequate. Abilit
y to include friction is facilitated by using special contact elements that
have a symmetrical stiffness matrix.