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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 />

1244 Bolt data<br />

BS 5950-1: 2000<br />

584190: 2001<br />

BOLT CAPACITIES<br />

BS4933: 1973 NON-PRELOADED COUNTERSUNK BOLTS<br />

Diameter<br />

of<br />

Bolt<br />

mm<br />

Tensile<br />

Stress<br />

Area<br />

A1<br />

mm2<br />

Tension<br />

Capacdy Capacdy<br />

Nominal Enact Single Doable<br />

GRADE 4.6 COUNTERSUNK BOLTS IN S275<br />

Shesr<br />

Bearing Capacity is kN (Minimsm at P and Psi<br />

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

0.BA1p1 A:pt Shear Shear Thickness in mm of ply passed throagh.<br />

nom<br />

kN<br />

P1<br />

kN<br />

P<br />

RN<br />

2P,<br />

kN 5 6 7 8 9 10 12 18 20 2b 38<br />

12 843 162 202 13,5 270 11.0 186 221 27.8 33.1 386 48.7 662 838 t21 148<br />

16 157 30.1 37,7 25.1 50.2 7.36 14.7 22.1 28.4 38.8 44.2 58.8 81.0 118 155 161<br />

20 245 470 58.8 38.2 78.4 0 9.20 18.4 27.6 36.9 48.0 044 820 I36 184 230<br />

22 383 082 72.7 48.5 87.0 0 5.06 15.2 25.3 35.4 45.5 6S8 06.1 t47 187 248<br />

24 353 678 84.7 560 113 0 0 11.0 22.1 33.1 44.2 882 884 tOO 210 268<br />

27 458 881 110 73.4 147 0 0 3.11 15.5 27.9 40.4 65.2 102 I65 227 288<br />

30 561 108 135 88.8 180 0 0 0 6.90 20.7 34.5 62.1 104 173 242 31I<br />

Valaen in bold are lens than the single shear capacity at the baIt.<br />

Valses in italic are greater than the doable shear capacity at the bolt.<br />

Beadng aalaes asname standard clearance holes.<br />

It anernize or abort slafted holes are ased, bearing nalaes shoald be mahiplied by 0.7.<br />

It long slotted or kidney shaped holes are ased, bearing names shoald be maltiplied by 0.5.<br />

Depth at casntersink in taken as halt the bolt diameter.<br />

GRADE 86 COUNTERSUNK BOLTS IN S275<br />

ameter Tensile Tension Shear Bearing Capacity in kN (Minimam at Pbn and P5i<br />

at<br />

Bait<br />

mm<br />

Stress<br />

Area<br />

A1<br />

mm2 kN<br />

Canacdy Capacdy End distance eqaal to 2 a bolt diameter.<br />

Nominal Enact Single Doable<br />

0.8A1p A1p1 Shear Shear Thickness in mm at ply passed throagh.<br />

P<br />

kN<br />

P<br />

kN<br />

2P3<br />

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

12 84.3 37.8 47.2 31.6 63.2 11.0 16.6 22.1 27.6 33.1 38.6 49.7 6E2 83.8 121 148<br />

18 157 70.3 87.9 58.9 118 7.36 14.7 22.1 29.4 36.6 44.2 58.9 81.0 118 155 191<br />

20 245 110 137 91 9 184 0 9.20 15.4 27.6 36.8 46.0 64.4 820 138 184 230<br />

22 303 136 170 114 227 0 5.06 15.2 25.3 35.4 45.5 65.5 96.1 147 197 248<br />

24 383 158 198 132 265 0 0 11.0 22.1 33.1 44.2 66.2 99.4 155 210 265<br />

27 459 206 257 172 344 0 0 3.11 15.5 27.9 40.4 65.2 102 165 227 289<br />

30 561 251 314 210 421 0 0 0 6.90 20.7 34.5 62.1 104 173 242 311<br />

Valsen in bold are less than the single shear capacity at the bolt.<br />

Valaes in yahc are greater than the doable shear cnpacdy at the bolt.<br />

Bearing nalaes asssme standard clearance holes.<br />

It anersize or short slotted holes are ased, beadng names shoald be maltiplied by 0.7.<br />

It long slatted or kidney shaped holes are ased, bearing names shoald be maltiplied by 0.5.<br />

Depth at coantersink is taken as halt the bolt diameter.

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