Steel Designers Manual - TheBestFriend.org

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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) 1242 Bolt data BS 5950-1: 2000 BOLT CAPACITIES BS 4190: 2001 Dmeter of Bait mm 12 16 20 22 24 27 30 NON-PRELOADED ORDINARY BOLTS GRADE 4.6 BOLTS IN S275 Tensile Tension Shear Bearing Capacity in kN (Minimam of m and Pbs) Stress Capacity Canacity End distance eqaal to 2 o bolt diameter. Area Nominal Exact Single Doable A1 0.8A,p: P0 A1p P Shear P Shear 2P Thickness in mm of ply passed through. mm2 kN kN kN kN 5 6 7 8 9 10 12 15 20 25 30 84.3 16.2 202 135 270 27.6 33.1 38.6 442 497 55.2 66.2 82.8 110 138 I66 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 221 245 470 588 39.2 78.4 46.0 55.2 64.4 73.6 82.8 920 110 138 I84 230 276 303 582 727 485 97.0 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 304 353 67.8 84.7 56.5 113 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 331 459 881 110 73.4 147 62.1 74.5 869 994 112 124 149 186 248 311 373 561 108 135 89.8 180 69.0 82.6 96.6 110 124 138 166 207 276 345 414 Values in bold are less than the single shear capacity of the bolt. Values in italic are greater than the double shear capacity of the bolt. Bearing values assume standard clearance holes. If oversize or short slotted holes are used, bearing valses should be msltiplied by 0.7. If long slotted or kidney shaped holes are ssed, bearing values should be multiplied by 0.5. If appropriate, shear capacity must be redsced for large packiogs, large grip lengths and long joists. Diameter of Boll mm 12 16 20 22 24 27 30 Tensile Stress Area A1 mm2 84.3 157 245 303 353 459 561 Tension Shear GRADE 8.8 BOLTS IN S275 Bearing Capacity in kN (Minimum of P25 and P5( End distance equal to 2 o bolt diameter. Capacdy Capacity Nominal 0.8A1p1 P kN Enact A1p1 P: kN Single Shear P kN Double Shear 2P kN 5 6 7 Thickness is mm of ply passed through. 8 9 10 12 15 20 25 30 378 472 31.6 632 27.6 331 38.6 44.2 49.7 552 66.2 82.8 110 138 166 70.3 87.9 58.9 118 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 221 110 137 919 184 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 276 136 170 114 227 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 304 158 198 132 265 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 331 206 257 172 344 62.1 74.5 86.9 99.4 112 124 149 186 248 311 373 251 314 210 421 69.0 82.8 96.6 110 124 138 166 207 276 345 414 Values in bold are less than the single shear capacity of the bolt. Values in italic are greater than the double shear capacity of the bolt. Bearing values assume standard clearance holes. If oversize or short slotted holes are used, bearing values should be multiplied by 0.7. If long slotted or kidney shaped holes are used, bearing values should be msltiplied by 0.5. If appropriate, shear capacity must be reduced for large packings, large grip lengths and long joints.
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 ameter of Bolt mm 12 16 20 22 24 27 30 NON-PRELOADED ORDINARY BOLTS GRADE 10.9 BOLTS IN S275 Tensile Tension Shear Bearing Capacity in kN (Minimum of and P) Stress Capachy Capacity End distance equal to 2x bolt diameter. Area Nominal Exact Single Double A1 mm5 0.8A1p1 P kN A1p1 P1 kN Shear P kN Shear 2P kN 5 6 7 Thickness in mm of ply passed through. 8 9 10 12 15 20 25 30 84.3 472 59.0 33.7 674 27.6 33.1 38.6 44.2 49.7 552 662 82.8 110 138 166 157 87.9 110 62.8 126 36.8 44.2 51.5 58.9 66.2 73.6 88.3 110 147 184 221 245 137 172 980 196 46.0 55.2 64.4 73.6 82.8 92.0 110 138 184 230 276 303 170 212 121 242 50.6 60.7 70.8 81.0 91.1 101 121 152 202 253 304 353 198 247 141 282 55.2 66.2 77.3 88.3 99.4 110 132 166 221 276 331 459 257 321 184 367 62.1 74.5 86.9 99.4 112 124 149 186 248 311 373 561 314 393 224 449 69.0 82.8 96.6 110 124 138 166 207 276 345 414 Values in bold are less than the single shear capacity of the bolt. Values irs italic are greater than the double shear capacity of the bolt. Bearing values assume standard clearance holes. If oversize or short slotted holes are used, bearing values should be multiplied by 0.7. If long slotted or kidney shaped holes are used, bearing values should be multiplied by 0.5. If appropriate, shear capacity must be reduced for large packings, large grip lengths and long joints. Bolt data 1243
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