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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1244 Bolt data BS 5950-1: 2000 584190: 2001 BOLT CAPACITIES BS4933: 1973 NON-PRELOADED COUNTERSUNK BOLTS Diameter of Bolt mm Tensile Stress Area A1 mm2 Tension Capacdy Capacdy Nominal Enact Single Doable GRADE 4.6 COUNTERSUNK BOLTS IN S275 Shesr Bearing Capacity is kN (Minimsm at P and Psi End distance eqaal to 2s bolt diameter. 0.BA1p1 A:pt Shear Shear Thickness in mm of ply passed throagh. nom kN P1 kN P RN 2P, kN 5 6 7 8 9 10 12 18 20 2b 38 12 843 162 202 13,5 270 11.0 186 221 27.8 33.1 386 48.7 662 838 t21 148 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 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 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 24 353 678 84.7 560 113 0 0 11.0 22.1 33.1 44.2 882 884 tOO 210 268 27 458 881 110 73.4 147 0 0 3.11 15.5 27.9 40.4 65.2 102 I65 227 288 30 561 108 135 88.8 180 0 0 0 6.90 20.7 34.5 62.1 104 173 242 31I Valaen in bold are lens than the single shear capacity at the baIt. Valses in italic are greater than the doable shear capacity at the bolt. Beadng aalaes asname standard clearance holes. It anernize or abort slafted holes are ased, bearing nalaes shoald be mahiplied by 0.7. It long slotted or kidney shaped holes are ased, bearing names shoald be maltiplied by 0.5. Depth at casntersink in taken as halt the bolt diameter. GRADE 86 COUNTERSUNK BOLTS IN S275 ameter Tensile Tension Shear Bearing Capacity in kN (Minimam at Pbn and P5i at Bait mm Stress Area A1 mm2 kN Canacdy Capacdy End distance eqaal to 2 a bolt diameter. Nominal Enact Single Doable 0.8A1p A1p1 Shear Shear Thickness in mm at ply passed throagh. P kN P kN 2P3 kN 5 6 7 8 9 10 12 15 20 25 30 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 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 20 245 110 137 91 9 184 0 9.20 15.4 27.6 36.8 46.0 64.4 820 138 184 230 22 303 136 170 114 227 0 5.06 15.2 25.3 35.4 45.5 65.5 96.1 147 197 248 24 383 158 198 132 265 0 0 11.0 22.1 33.1 44.2 66.2 99.4 155 210 265 27 459 206 257 172 344 0 0 3.11 15.5 27.9 40.4 65.2 102 165 227 289 30 561 251 314 210 421 0 0 0 6.90 20.7 34.5 62.1 104 173 242 311 Valsen in bold are less than the single shear capacity at the bolt. Valaes in yahc are greater than the doable shear cnpacdy at the bolt. Bearing nalaes asssme standard clearance holes. It anersize or short slotted holes are ased, beadng names shoald be maltiplied by 0.7. It long slatted or kidney shaped holes are ased, bearing names shoald be maltiplied by 0.5. Depth at coantersink is taken as halt the bolt diameter.
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) BS 5950-1: 2000 BOLT CAPACITIES BS 4190: 2001 BS 4933: 1973 NON-PRELOADED COUNTERSUNK BOLTS ameter nf Bolt mm 12 16 20 22 24 27 30 Tensile Stress Area A1 mm 84.3 157 245 303 353 459 561 Tension Capachy Nominal Exact O.8A1p1 P kN A1p1 P1 kN 47.2 87.9 137 170 198 257 314 59.0 110 172 212 247 321 393 GRADE 10.9 COUNTERSUNK BOLTS IN S 275 Shear Capacity Single Double Shear Shear P, kN 33.7 62.8 980 121 141 184 224 Bearing Capacity in kN (Minimum nf P5 and P) End distance equal to 2 o bolt diameter. Thickness in mm of ply passed through. 2P, kN 5 6 7 8 9 10 12 15 20 25 30 67.4 126 196 242 282 367 449 Values in bold are less than the single shear capacity of the bolt. 11.0 7.36 Values in it a/ic are greater than the doable shear capacity of the bolt. Bearing values assume standard clearance holes. 0 0 0 0 0 16.6 14.7 9.20 5.06 0 0 0 22.1 22.1 18.4 15.2 11.0 If oversize or short slotted ho/es are used, bearing values should be msltiplied by 0.7. 3.11 0 27.6 29.4 27.6 25.3 22.1 15.5 6.90 If long slotted or kidney shaped ho/es are used, bearing valaes should be maltiptied by 0.5. Depth of cosntersink is taken as half the bolt diameter. 33.1 36.8 36.8 35.4 33.1 27.9 20.7 38.6 44.2 46.0 45.5 44.2 40.4 34.5 49.7 58.9 64.4 65.8 66.2 65.2 62.1 Bolt data 1245 66.2 81.0 92.0 96.1 99.4 102 104 93.8 118 138 147 155 165 173 121 /55 184 197 210 227 242 149 19/ 230 248 265 289 311
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