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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) 1246 Bolt data BS 5950-1: 2000 BOLT CAPACITIES BS 4395: 1969 Diameter of Bolt mm 12 16 20 22 24 27 30 Tensile Stress Area A1 mmu 84.3 157 245 303 353 459 561 Tension Capachy Nominal Eoact 0.8Ap1 P0 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 S275 Shear Capachy Single Double Shear Shear P, kN 33.7 62.8 98.0 121 141 161 196 Bearing Capacity in kN (Minimum of P5 and P) End distance equal to 2x bolt diameter. Thickness in mm of ply passed throagh. 2P, kN 5 6 7 8 9 10 12 15 20 25 30 67.4 126 196 242 282 321 393 Values in bold are less than the single shear capacity of the bolt. 27.6 36.8 46.0 50.6 55.2 62.1 69.0 Valaes in italic are greater than the double shear capacity of the bolt. Bearing values assume standard clearance holes. 33.1 44.2 55.2 60.7 66.2 74.5 82.8 38.6 51.5 64.4 70.8 77.3 86.9 96.6 If oversize or shnrt 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. Diameter of Bolt mm 16 20 22 24 27 30 Tensile Stress Area A1 mmi 157 245 303 353 459 561 Tension Capacity Nominal Exact 0.8A1p1 kN 87.9 137 170 198 257 314 A1p1 P1 kN 110 172 212 247 321 393 44.2 58.9 73.6 81.0 88.3 99.4 110 49.7 66.2 82.8 91.1 99.4 112 124 HIGHER GRADE HSFG BOLTS IN 5275 Single Shear P, kN 62.8 980 121 141 184 224 Shear Capacity Double Shear 55.2 73.6 92.0 101 110 124 138 66.2 88.3 110 121 132 149 166 82.8 110 138 152 166 186 207 110 147 184 202 221 248 276 Bearing Capacity in kN (Minimum of bb and P( End distance equal to 2 x bolt diameter. Thickness in mm of ply passed through. 2P, kN 5 6 7 8 9 10 12 15 20 25 30 126 196 242 282 367 449 36.8 46,0 50.6 55.2 62.1 69.0 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, 44.2 55.2 60.7 66.2 74.5 82.8 51.5 64.4 70.8 77.3 86.9 96.6 If oversize or short slotted holes are used, bearing values should be multiplied by 0.7. If lung 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 lung joints 58.9 73.6 81.0 88.3 99.4 110 66.2 82.8 91.1 99.4 112 124 73.6 92.0 101 110 124 138 88.3 110 121 132 149 166 110 138 152 166 186 207 147 184 202 221 248 276 138 184 230 253 276 311 345 184 230 253 276 311 345 166 221 276 304 331 373 414 221 276 304 331 373 414
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) Bolt data 1247
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