Selection Tables

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5/8″ Bolt or dowel
Single Shear, D. Fir-L glulam to 6mm steel plates
Wood Member Fastener
Thickness
(mm) 		Depth
(mm) 		No.
of
rows 		No. of fasteners in a row
2 3
Bolt spacing in a row taken as the minimum of the loaded end distance3, aL, and the spacing between bolts in a row, SR (mm)
64 95 127 159 190 64 95 127 159 190
80 114 1 0 11.1(R) 16.6(R) 22.2(R) 26.1(g) 26.1(g) 16.6(R) 25.0(R) 33.3(R) 39.1(g) 39.1(g)
80 152 2 47.625 22.2(R) 33.3(R) 44.4(R) 52.2(g) 52.2(g) 33.3(R) 49.9(R) 66.6(R) 75.6(G) 78.3(g)
80 190 2 79.375 22.2(R) 33.3(R) 44.4(R) 52.2(g) 52.2(g) 33.3(R) 49.9(R) 66.6(R) 78.3(g) 78.3(g)
80 228 2 111.125 22.2(R) 33.3(R) 44.4(R) 52.2(g) 52.2(g) 33.3(R) 49.9(R) 66.6(R) 78.3(g) 78.3(g)
80 228 3 47.625 33.3(R) 49.9(R) 66.6(R) 78.3(g) 78.3(g) 49.9(R) 74.9(R) 99.9(R) 110(G) 117(g)
80 228 3 62.5 33.3(R) 49.9(R) 66.6(R) 78.3(g) 78.3(g) 49.9(R) 74.9(R) 99.9(R) 117(g) 117(g)
130 152 1 0 18.0(R) 26.1(g) 26.1(g) 26.1(g) 26.1(g) 27.0(R) 39.1(g) 39.1(g) 39.1(g) 39.1(g)
130 152 2 47.625 36.1(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 54.1(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
130 190 2 79.375 36.1(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 54.1(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
130 228 2 111.125 36.1(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 54.1(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
130 228 3 47.625 54.1(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 81.1(R) 117(g) 117(g) 117(g) 117(g)
130 228 3 62.5 54.1(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 81.1(R) 117(g) 117(g) 117(g) 117(g)
175 190 1 0 24.3(R) 26.1(g) 26.1(g) 26.1(g) 26.1(g) 36.4(R) 39.1(g) 39.1(g) 39.1(g) 39.1(g)
175 190 2 47.625 48.5(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 72.8(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
175 190 2 79.375 48.5(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 72.8(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
175 228 2 111.125 48.5(R) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 72.8(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
175 228 3 47.625 72.8(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 109(R) 117(g) 117(g) 117(g) 117(g)
175 228 3 62.5 72.8(R) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 109(R) 117(g) 117(g) 117(g) 117(g)
215 266 1 0 26.1(g) 26.1(g) 26.1(g) 26.1(g) 26.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g)
215 266 2 47.625 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
215 266 2 79.375 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
215 266 2 111.125 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
215 266 3 47.625 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)
215 266 3 62.5 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)
265 342 1 0 26.1(g) 26.1(g) 26.1(g) 26.1(g) 26.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g)
265 342 2 47.625 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
265 342 2 79.375 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
265 342 2 111.125 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
265 342 3 47.625 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)
265 342 3 62.5 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)
315 380 1 0 26.1(g) 26.1(g) 26.1(g) 26.1(g) 26.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g) 39.1(g)
315 380 2 47.625 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
315 380 2 79.375 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
315 380 2 111.125 52.2(g) 52.2(g) 52.2(g) 52.2(g) 52.2(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g)
315 380 3 47.625 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)
315 380 3 62.5 78.3(g) 78.3(g) 78.3(g) 78.3(g) 78.3(g) 117(g) 117(g) 117(g) 117(g) 117(g)

Notes:

  1. The tabulated values are the minimum of the yielding resistance, row shear, group tear-out and net tension resistances of the wood member, and are applicable to tension members. For compression members, the values are conservative when the governing failure mode is indicated as group tear-out or net tension since the resistance is based on yielding and row shear only.
  2. The governing failure mode for each connection configuration is denoted either by lowercase letter (a)-(g), indicating the specific yielding failure mode as per O86 Clause 12.4.4.3.2, or by uppercase letter (R), (G) or (T), indicating failure due to row shear, group tear-out or net tension in the main member.
  3. The minimum loaded end distance, aL, is the maximum of 50 mm and 5 times the fastener diameter (O86 Clause 12.4.3.1).
  4. For the calculation of group tear-out and net tension resistances, the fastener hole diameter is assumed to be 2 mm larger than the fastener diameter.
  5. The connection resistance P'r is required to be adjusted to end-use conditions using modification factors depending on the governing failure mode as follows:
    • Pr = P'r for yielding failure mode (a),
    • Pr = P'r (KD KSF KT) for yielding failure mode (b),
    • Pr = P'r (KDy KSF KT) for yielding failure mode (d), (e), (f) or (g),
    • Pr = P'r (KD KSv KT) for row shear,
    • Pr = P'r (KD KSt KT) for group tear-out or net tension.

    Modification factors are provided in Section 7.4 of the Wood Design Manual 2020. For untreated wood members under standard-term loading and dry service conditions, the modification factors are 1.0.

  6. For D.Fir-L glulam, the tabulated values are valid for 24f-E, 24f-EX, 20f-E, 20f-EX or 16c-E grade. For Spruce-Pine glulam, the tabulated values are valid for 20f-E, 20f-EX or 12c-E grade.
  7. Tabulated values are based on ASTM A307 grade steel bolts or dowels, and ASTM A36/36M grade steel plate. The resistance of steel plate needs to be checked separately.
  8. A single steel splice plate is not permitted to be used for multiple rows of bolts or dowels when the distance between the two outer rows exceeds 125 mm.
  9. N/A = not applicable.
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