Single-Shear Bolted / Dowel Lateral Design Value (NDS Yield-Limit Z)

How much lateral load one bolt, or one lag screw entered by its root diameter, through two wood members carries.

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Checked against published worked examples from: American Wood Council; American Wood Council (AWC).

Details, formula, and sources

ScopeFrom the NDS European yield model: all six single-shear yield modes (Im, Is, II, IIIm, IIIs, IV) computed from the dowel bearing strengths, the bolt bending yield, and the geometry, with the governing Z the smallest. A 1/2 in bolt into a thin side member almost always governs in mode IIIs. The reference value before the CD / CM / Cg / geometry adjustment factors, which the user applies. A design aid, not a substitute for the engineer of record.

Formula or tableFe|| = 11,200 G; Fe_perp = 6,100 G^1.45 / sqrt(D); Hankinson blend to theta; Re = Fem/Fes; Rt = lm/ls; Ktheta = 1 + 0.25(theta/90); the six single-shear yield modes Z_Im..Z_IV of Table 12.3.1A; Z = min of the six.

Source and editionNDS Table 12.3.1A single-shear yield-limit equations, the 12.3.3 dowel bearing strengths, and the Table 12.3.1B reduction terms, by name.

Free accessThe yield-limit equations, dowel bearing strengths, and reduction terms are published in NDS Chapter 12 (AWC, free read-only at awc.org); the arithmetic is public.

What governsEstimate. AHJ and licensed professional govern.

API field namesd_in, lm_in, ls_in, gm, gs, fyb_psi, z_im, z_is, z_ii, z_iiim, z_iiis, z_iv, z_lb

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