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Bolt Specs

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Structural Steel 259

Selected ultimate bolt capacities for non-pre-loaded ordinary bolts in


S275 steel

Diameter Tensile Tension Shear Bearing capacity for end distance ¼ 2f


of bolt, f stress capacity capacity kN
mm area kN
mm2 Single Double Thickness of steel passed through mm
kN kN
5 6 8 10 12 15 20
Grade 4.6
6 20.1 3.9 3.2 6.4 13.8 16.6 22.1 27.6 33.1 41.4 55.2
8 36.6 7.0 5.9 11.7 18.4 22.1 29.4 36.8 44.2 55.2 73.6
10 58 11.1 9.3 18.6 23.0 27.6 36.8 46.0 55.2 69.0 92.0
12 84.3 16.2 13.5 27.0 27.6 33.1 44.2 55.2 66.2 82.8 110.4
16 157 30.1 25.1 50.2 36.8 44.2 58.9 73.6 88.3 110.4 147.2
20 245 47.0 39.2 78.4 46.0 55.2 73.6 92.0 110.4 138.0 184.0
24 353 67.8 56.5 113.0 55.2 66.2 88.3 110.4 132.5 165.6 220.8
30 561 107.7 89.8 179.5 69.0 82.8 110.4 138.0 165.6 207.0 276.0

Grade 8.8
6 20.1 9.0 7.5 15.1 13.8 6.6 22.1 27.6 33.1 41.4 55.2
8 36.6 16.4 13.7 27.5 18.4 22.1 29.4 36.8 44.2 55.2 73.6
10 58 26.0 21.8 43.5 23.0 27.6 36.8 46.0 55.2 69.0 92.0
12 84.3 37.8 31.6 63.2 27.6 33.1 44.2 55.2 66.2 82.8 110.4
16 157 70.3 58.9 117.8 36.8 44.2 58.9 73.6 88.3 110.4 147.2
20 245 109.8 91.9 183.8 46.0 55.2 73.6 92.0 110.4 138.0 184.0
24 353 158.1 132.4 264.8 55.2 66.2 88.3 110.4 132.5 165.6 220.8
30 561 251.3 210.4 420.8 69.0 82.8 110.4 138.0 165.6 207.0 276.0

NOTES:
. 2 mm clearance holes for f < 24 or 3 mm clearance holes for f < 24.
. Tabulated tension capacities are nominal tension capacity ¼ 0.8A p which accounts for prying forces.
t t
. Bearing values shown in bold are less than the single shear capacity of the bolt.

. Bearing values shown in italic are less than the double shear capacity of the bolt.
. Multiply tabulated bearing values by 0.7 if oversized or short slotted holes are used.
. Multiply tabulated bearing values by 0.5 if kidney shaped or long slotted holes are used.
. Shear capacity should be reduced for large packing, grip lengths or long joints.

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