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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) 1256 Bolt data BS 5850-1: 2000 BS4395: 1969 BOLT CAPACITIES 8S4604: 1970 PRELOADED HSFG BOLTS: NON-SLIP IN SERVICE Dmeter of Bolt mm 12 16 20 22 24 27 30 M8. Shank Tension P0 kN 49.4 92.1 144 177 207 234 286 Tension Shear Slip Resistance Capacity for = 0.5 Single Double Single Double Shear Shear Shear Shear liP0 kN 54.3 101 158 195 228 257 315 Ap1 kN kN kN 49.7 33.7 67.4 92.6 62.8 126 145 98.0 196 179 208 236 289 121 141 161 196 GENERAL GRADE HSFG BOLTS IN S355 242 282 321 393 kN 27.2 50.7 792 97.4 114 129 157 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. Shading indicates that the ply thickness is not suitable for an outer ply. Diameter of Bolt mm 16 20 22 24 27 30 Mhi. Shank Tension P. kN 104 162 200 233 303 370 Tension Shear liP0 kN 114 178 220 257 333 407 A1p1 kN 110 172 212 247 321 393 Capacity Single Shear kN 628 980 121 141 184 224 Bearing Capacity, bg in kN End distance equal to 3 x bolt diameter. Thickness in mm of piy passed through. kN 5 6 7 8 9 10 12 15 20 25 30 54.3 49.5 59.4 69.3 79.2 89.1 99.0 119 149 198 248 297 101 66.0 79.2 92.4 106 1t9 132 158 198 264 330 396 158 02.5 99.0 116 132 149 165 198 248 330 413 495 195 90.8 109 127 145 163 182 218 272 363 454 545 228 99.0 119 139 158 178 198 238 297 396 495 594 257 111 134 156 178 200 223 267 334 446 557 668 315 124 149 173 198 223 248 297 371 495 619 743 HIGHER GRADE HSFG BOLTS IN S355 Double Shear kN 126 196 242 282 367 449 Slip Resistance fory = 0.5 Single Shear kN 57.1 89.0 110 128 167 204 Double Shear 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. Shading indicates that the ply thickness is not suitable for an outer ply Bearing Capacity, P9 in kN End distance equal to 3o bolt diameter. Thickness in mm of ply passed through. kN 5 6 7 8 9 10 12 15 20 25 30 114 66.0 79.2 92.4 106 119 132 158 198 264 330 396 178 82.5 99.0 116 132 149 165 198 248 330 413 495 220 90.8 109 127 145 163 182 218 272 363 454 545 267 99.0 119 139 158 178 198 238 297 396 495 594 333 111 134 156 178 200 223 267 334 446 557 668 407 124 149 173 198 223 248 297 371 495 619 743
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 BS4395: 1969 BOLT CAPACITIES BS 4604: 1970 PRELOADED HSFG BOLTS: NON-SLIP UNDER FACTORED LOADS Diameter of Bolt mm 12 16 20 22 24 27 30 Diameter of Bolt mm 16 20 22 24 27 30 Mm. Shark Tension P0 kN 49,4 92.1 144 177 207 234 286 Mm. Shank Tension P0 kN 104 162 200 233 303 370 Bolt Tension Capacity 0.9P0 kN 44.5 82.9 130 159 189 211 257 Bolt Tension Capacity 0.9P, kN 93.5 146 180 210 273 333 GENERAL GRADE HSFG BOLTS IN S355 Single Shear kN 8.89 16.6 25.9 31.9 37.3 42.1 51.5 Slip Resistance P = 0.2 0.3 p = 0.4 p = 0.5 Double Shear kN 17.8 33.2 51.8 63.7 74.5 84.2 103 Single Shear kN 13.3 24.9 38.9 47.8 55.9 63.2 77.2 Double Shear kN 29.7 49.7 77.8 95.6 112 126 154 HIGHER GRADE HSFG BOLTS IN S355 Single Shear kN 18.7 29,1 36.0 42.0 54.5 66.6 Single Shear kN 17.8 33.2 51.8 63.7 74.5 84.2 103 Double Shear kN 35.6 66.3 104 127 149 168 206 Single Shear kN 22.2 41.4 64.8 79.7 Slip Resistance P p = 0.2 p = 0.3 0.4 .o 0 Double Shear kN 37.4 58.2 72.1 84.0 109 133 Single Shear kN 28,1 43.7 54.1 63.0 81.8 99,9 Double Shear kN 56,1 87.4 108 126 164 200 Single Shear kN 37.4 58.2 72,1 84,0 109 133 Double Shear kN 74.8 116 144 168 218 266 Bolt data 1257 93.2 105 129 Single Shear kN 46.8 72.8 90.1 105 136 167 Double Shear kN 44.6 82.9 130 159 186 211 257 Double Shear kN 93.5 146 180 210 273 333
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