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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

1242 Bolt data<br />

BS 5950-1: 2000 BOLT CAPACITIES<br />

BS 4190: 2001<br />

Dmeter<br />

of<br />

Bait<br />

mm<br />

12<br />

16<br />

20<br />

22<br />

24<br />

27<br />

30<br />

NON-PRELOADED ORDINARY BOLTS<br />

GRADE 4.6 BOLTS IN S275<br />

Tensile Tension<br />

Shear<br />

Bearing Capacity in kN (Minimam of m and Pbs)<br />

Stress Capacity Canacity<br />

End distance eqaal to 2 o bolt diameter.<br />

Area Nominal Exact Single Doable<br />

A1<br />

0.8A,p:<br />

P0<br />

A1p<br />

P<br />

Shear<br />

P<br />

Shear<br />

2P<br />

Thickness in mm of ply passed through.<br />

mm2 kN kN kN kN 5 6 7 8 9 10 12 15 20 25 30<br />

84.3 16.2 202 135 270 27.6 33.1 38.6 442 497 55.2 66.2 82.8 110 138 I66<br />

157 30.1 37.7 25.1 50.2 36.8 44.2 51.5 58.9 66.2 73.6 88.3 hO 147 I84 221<br />

245 470 588 39.2 78.4 46.0 55.2 64.4 73.6 82.8 920 110 138 I84 230 276<br />

303 582 727 485 97.0 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 304<br />

353 67.8 84.7 56.5 113 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 331<br />

459 881 110 73.4 147 62.1 74.5 869 994 112 124 149 186 248 311 373<br />

561 108 135 89.8 180 69.0 82.6 96.6 110 124 138 166 207 276 345 414<br />

Values in bold are less than the single shear capacity of the bolt.<br />

Values in italic are greater than the double shear capacity of the bolt.<br />

Bearing values assume standard clearance holes.<br />

If oversize or short slotted holes are used, bearing valses should be msltiplied by 0.7.<br />

If long slotted or kidney shaped holes are ssed, bearing values should be multiplied by 0.5.<br />

If appropriate, shear capacity must be redsced for large packiogs, large grip lengths and long joists.<br />

Diameter<br />

of<br />

Boll<br />

mm<br />

12<br />

16<br />

20<br />

22<br />

24<br />

27<br />

30<br />

Tensile<br />

Stress<br />

Area<br />

A1<br />

mm2<br />

84.3<br />

157<br />

245<br />

303<br />

353<br />

459<br />

561<br />

Tension<br />

Shear<br />

GRADE 8.8 BOLTS IN S275<br />

Bearing Capacity in kN (Minimum of P25 and P5(<br />

End distance equal to 2 o bolt diameter.<br />

Capacdy Capacity<br />

Nominal<br />

0.8A1p1<br />

P<br />

kN<br />

Enact<br />

A1p1<br />

P:<br />

kN<br />

Single<br />

Shear<br />

P<br />

kN<br />

Double<br />

Shear<br />

2P<br />

kN 5 6 7<br />

Thickness is mm of ply passed through.<br />

8 9 10 12 15 20 25 30<br />

378 472 31.6 632 27.6 331 38.6 44.2 49.7 552 66.2 82.8 110 138 166<br />

70.3 87.9 58.9 118 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 221<br />

110 137 919 184 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 276<br />

136 170 114 227 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 304<br />

158 198 132 265 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 331<br />

206 257 172 344 62.1 74.5 86.9 99.4 112 124 149 186 248 311 373<br />

251 314 210 421 69.0 82.8 96.6 110 124 138 166 207 276 345 414<br />

Values in bold are less than the single shear capacity of the bolt.<br />

Values in italic are greater than the double shear capacity of the bolt.<br />

Bearing values assume standard clearance holes.<br />

If oversize or short slotted holes are used, bearing values should be multiplied by 0.7.<br />

If long slotted or kidney shaped holes are used, bearing values should be msltiplied by 0.5.<br />

If appropriate, shear capacity must be reduced for large packings, large grip lengths and long joints.

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