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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) 1254 Bolt data BS 5950-1: 2000 BOLT CAPACITIES BS 4190: 2001 BS 4933: 1973 NON-PRELOADED COUNTERSUNK BOLTS Diameter of Bolt mm 12 16 20 22 24 27 30 Tensile Stress Area A1 mm 84.3 157 245 303 353 459 561 Tension Capacity Nominal Exact 0.8A1p1 P kN A1p1 P, kN 47.2 59.0 87.9 110 137 170 198 257 314 172 212 247 321 393 GRADE 10 9 COUNTERSUNK BOLTS IN S355 Single Shear P rN 33,7 62.8 980 121 141 184 224 Shear Capacity Bearing Capacity in kN (Minimum of P and P) End distance eqoal to 20 bolt diameter. Double Shear 2P Thickness in mm of ply passed through. kN 5 6 7 8 9 10 12 15 20 25 30 67.4 126 196 242 282 367 449 13.2 8.80 Values in bold are less thao 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. 0 0 0 0 0 19.8 17.6 11.0 6.05 0 0 0 26.4 26.4 22.0 18.2 13.2 3.71 If oversize or short slotted holes are used, bearing values should be multiplied by 07. If long slotted or kidney shaped holes are used, bearing values should be multiplied by 0.5. Depth of countersink is taken as half the bolt diameter. 0 33.0 35.2 33.0 30.3 26.4 18.6 8.25 39.6 44.0 44.0 42.4 39.6 33.4 24.8 46.2 52.8 55.0 54.5 52.8 48.3 41.3 59.4 70.4 77.0 78.7 79.2 78.0 74.3 79.2 96.8 110 115 119 123 124 112 l41 165 175 185 197 206 145 185 220 236 251 27t 289 l78 229 275 296 317 345 371
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 4395: 1969 Diameter of Bolt mm 12 16 20 22 24 27 30 Tensile Stress Area A1 mm2 843 157 245 303 353 459 561 Tension Caxacity Nominal Exact 0.8A1p1 norfl kN 39.8 74.1 116 143 167 189 231 A1p1 P1 kN 49.7 92.6 145 179 208 236 289 NON-PRELOADED HSFG BOLTS GENERAL GRADE HSFG BOLTS IN S355 Single Shear P kN 33.7 62.8 980 121 141 161 196 Shear Caoacdy Bearing Capacity in kN (Minimum of P22 and P) End distance eqaal to 2 a bolt diameter, Doable Shear 2P Thickness in mm of ply passed throagh. kN 5 6 7 8 9 10 12 15 20 25 30 67.4 126 196 242 282 321 393 33.0 44.0 Values in bold are less than the single shear capacity of the bolt. 55.0 60.5 66.0 74.3 82.5 Values in italic are greater than the doable shear capacity of the bolt. Bearing values assame staedard clearance holes. 39.6 52.8 66.0 72.6 79.2 89.1 99.0 46.2 61.6 77.0 84.7 92.4 104 If oversize or short slotted holes are used, bearing values should be multiplied by 0.7. If long slotted or kidney shaped holes are ased, bearing values should be multiplied by 0.5. 116 52.8 70.4 88.0 96.8 106 119 132 59.4 79.2 99.0 109 119 134 149 If appropriate, shear capacity must be redaced for large packings, large grip lengths and long joints. Diameter of Bolt mm 16 20 22 24 27 30 Tensile Stress Area A1 mm2 157 245 303 353 459 561 Tension Capacity Nomieal Exact 0 8A,p1 P, kN 87.9 137 170 198 257 314 A1p1 P1 kN 110 172 212 247 321 393 HIGHER GRADE HSFG BOLTS IN S 355 Shear Capacity Single Double Shear Shear P, kN 62.8 98.0 121 141 184 224 66.0 88.0 110 121 132 149 165 79.2 106 132 145 158 178 198 99.0 132 165 182 198 223 248 132 176 220 242 264 297 330 Bearing Capacity in kN (Minimum of P82 and P2) End distance equal to 2 a bolt diameter. Thickness in mm of ply passed throagh. 165 220 275 303 330 371 413 198 264 330 363 396 446 2P, kN 5 6 7 8 9 10 12 15 20 25 30 126 196 242 282 367 449 44.0 55.0 60.5 Values in bold are less thae the single shear capacity of the bolt. 66.0 74.3 82.5 Valaes in italic are greater than the double shear capacity of the bolt. Bearing valses assume standard clearance hales. 52.8 66.0 72.6 79.2 89.1 99.0 61.6 77.0 84.7 92.4 If oversize or short slotted holes are used, bearing values should be multiplied by 0.7. 104 116 70.4 88.0 96.8 106 119 132 If long slotted or kidney shaped holes are used, bearing values should be multiplied by 05. 79.2 99.0 109 119 134 149 If appropriate, shear capacity must be reduced for large packings, large grip lengths and long joints. 88.0 110 121 132 149 165 Bolt data 1255 495 106 132 176 220 264 132 165 220 275 330 145 182 242 303 363 158 198 264 330 396 178 223 297 371 446 198 248 330 413 495
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