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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) 1250 Bolt data BS 5950-1: 2000 BOLT CAPACITIES BS4395: 1969 BS 4604: 1970 PRELOADED HSFG BOLTS: NON-SLIP UNDER FACTORED LOADS BS 4933: 1973 Diameter ot Bolt Mm. Shook Teooioo GENERAL GRADE COUNTERSUNK HSFG BOLTS IN S275 Bolt Teooioo Capacity Slip Reoioteoce sL = 0.2 = 0.3 = 0.4 = 0.5 Siogle Dooble Sicgle Doable Siogle Double Siogle Double Shear Shear Sheer Sheer Sheer Sheer Sheer Sheer P0 SOP, mm kN kN kN SN kN hN kN kN kN kN 12 49.4 44.5 8.55 17.8 13.3 25.7 t7.B 35.5 22.2 44.5 lB 82.1 82.0 tB.B 33.2 24.0 40.7 33.2 BB.3 41.4 02.0 20 144 130 25.9 51.8 38.9 77.8 51.8 104 64.8 130 22 t77 159 3t.9 63.7 47.8 95.6 03.7 127 79.7 159 24 207 186 37.3 74.5 55.9 112 74.5 149 93.2 186 27 234 2t1 42.1 84.2 53.2 125 84.2 168 105 2tt 30 285 257 51.5 103 77.2 154 103 206 129 257 Diameter ot Bolt Mie. Shook Teooioo HIGHER GRADE COUNTERSUNK HSFG BOLTS IN 5 275 Bolt Teroioo Capacity Slip Reoioteoce &L y = 0.2 y = 03 to = 0.4 lL = 9.5 Siogle Dooble Sioglo Dooble Siogle Dooble Siogle Dooble Sheer Shear Sheer Sheer Sheer Sheer Shear Sheer P0 0.9p, mm kN kN kN kN SN SN kM SN kN kN lB 104 93.5 18.7 37.4 28.t 56.1 37.4 74.8 46.8 93.5 20 162 146 29.1 58.2 43.7 87.4 58.2 116 72.8 146 22 200 180 35.0 72.1 54.1 100 72.1 144 90.t 190 24 233 210 42.0 54.0 63.0 126 84.0 168 105 210 27 303 273 54.5 109 81.8 164 109 218 136 273 30 370 333 66.6 133 99.9 200 133 260 167 333
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 Diameter of Bolt mm 12 16 20 22 24 27 30 Tensile Stress Area A: mm2 84.3 157 245 303 353 459 561 NON-PRELOADED ORDINARY BOLTS GRADE 46 BOLTS IN S355 Tension Shear Bearing Capacity in kN (Minimum of Pm and Pm) Capacity Capachy End distance equal to 2 x bolt diameter. Nominal Exact Single Double 0.8A:p: mn A1p1 P1 Shear P Shear 2P. Thickness in mm ot ply passed through. kN kN kN kN 5 6 7 8 9 tO 12 15 20 25 30 162 20,2 13.5 27.0 27.6 33.1 38.6 44.2 49.7 55.2 66.2 82.8 ItO 138 166 30.1 37,7 25.1 50.2 36.8 44.2 51.5 58.9 66.2 73.6 883 110 147 184 22I 47.0 58.8 39.2 78.4 46.0 55.2 64.4 73.6 828 92.0 ItO I38 184 230 276 58.2 72.7 48.5 97.0 50.6 60.7 70.8 81.0 9l.1 101 121 152 202 253 304 67.8 84.7 56.5 113 55.2 68.2 77.3 88.3 99.4 110 132 166 221 276 331 88.1 110 73.4 147 62.1 74.5 86.9 99.4 112 124 149 186 248 311 373 108 135 898 180 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 is if a/ic are greater than the doable shear capacity of the bolt. Bearing values assume standard clearance holes. If oversize or short slotted ho/es 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 mast be reduced for large packings, large grip lengths and long joints. Dmeter of Bolt mm 12 t6 20 22 24 27 30 Tensile Stress Area A1 mm2 84.3 157 245 303 353 459 561 Tession Capacity Nominal Exact 0.8A1p P kN A1p1 P1 kN 37.8 70.3 110 136 158 206 251 47.2 87.9 137 170 198 257 314 Values in bold are less than the single shear capacity of the bolt. Values in ita/ic are greater than the double shear capacity of the bolt. Bearing values assume standard clearance holes, GRADE 8.8 BOLTS IN S355 Shear Bearing Capacity in kN (Minimum of bb and Pn) Capac/ty End distance equal 1020 bolt diameter. Single Double Shear Shear Thickness in mm of ply passed through. P 2P kN kN 5 6 7 8 9 10 12 15 20 25 30 31.6 63.2 33.0 39.6 46.2 52.8 59.4 66.0 79.2 99.0 132 165 198 58.9 1 t8 44.0 52.8 61.6 70.4 79.2 88.0 106 132 176 220 264 91.9 184 55.0 66.0 77.0 88.0 99.0 itO 132 165 220 275 330 114 227 60.5 72.6 84.7 96.8 109 t21 145 182 242 303 363 132 265 66.0 79.2 92.4 106 119 132 158 198 264 330 396 172 344 74.3 89.1 104 119 134 149 178 223 297 371 446 210 421 82.5 99.0 116 132 149 165 198 248 330 413 495 If oversize or short slotted ho/es 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 1251
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