Extracts from BS 5950: Part 1 1233 Table 24. Compressive strength p c (N/mm 2 ) (continued ) (6) Values of p c (N/mm 2 ) with l ≥ 110 for strut curve c Steel grade and design strength p y (N/mm 2 ) S 275 S 355 S 460 l 235 245 255 265 275 315 325 335 345 355 400 410 430 440 460 110 102 104 106 108 110 116 118 119 120 122 126 127 129 130 132 112 100 102 104 106 107 113 115 116 117 118 123 124 125 126 128 114 98 100 101 103 105 110 112 113 114 115 119 120 122 123 124 116 95 97 99 101 102 108 109 110 111 112 116 117 118 119 120 118 93 95 97 98 100 105 106 107 108 109 113 114 115 116 117 120 91 93 94 96 97 102 103 104 105 106 110 110 112 112 113 122 89 90 92 93 95 99 100 101 102 103 107 107 109 109 110 124 87 88 90 91 92 97 98 99 100 100 104 104 106 106 107 126 85 86 88 89 90 94 95 96 97 98 101 102 103 103 104 128 83 84 86 87 88 92 93 94 95 95 98 99 100 100 101 130 81 82 84 85 86 90 91 91 92 93 96 96 97 98 99 135 77 78 79 80 81 84 85 86 87 87 90 90 91 92 92 140 72 74 75 76 76 79 80 81 81 82 84 85 85 86 87 145 69 70 71 71 72 75 76 76 77 77 79 80 80 81 81 150 65 66 67 68 68 71 71 72 72 73 75 75 76 76 76 155 62 63 63 64 65 67 67 68 68 69 70 71 71 72 72 160 59 59 60 61 61 63 64 64 65 65 66 67 67 67 68 165 56 56 57 58 58 60 60 61 61 61 63 63 64 64 64 170 53 54 54 55 55 57 57 58 58 58 60 60 60 60 61 175 51 51 52 52 53 54 54 55 55 55 56 57 57 57 58 180 48 49 49 50 50 51 52 52 52 53 54 54 54 54 55 185 46 46 47 47 48 49 49 50 50 50 51 51 52 52 52 190 44 44 45 45 45 47 47 47 47 48 49 49 49 49 49 195 42 42 43 43 43 45 45 45 45 45 46 46 47 47 47 200 40 41 41 41 42 43 43 43 43 43 44 44 45 45 45 210 37 37 38 38 38 39 39 39 40 40 40 40 41 41 41 220 34 34 35 35 35 36 36 36 36 36 37 37 37 37 38 230 31 32 32 32 32 33 33 33 33 34 34 34 34 34 35 240 29 29 30 30 30 30 31 31 31 31 31 31 32 32 32 250 27 27 27 28 28 28 28 28 29 29 29 29 29 29 29 260 25 25 26 26 26 26 26 26 27 27 27 27 27 27 27 270 23 24 24 24 24 24 25 25 25 25 25 25 25 25 25 280 22 22 22 22 22 23 23 23 23 23 23 24 24 24 24 290 21 21 21 21 21 21 21 22 22 22 22 22 22 22 22 300 19 19 20 20 20 20 20 20 20 20 21 21 21 21 21 310 18 18 18 19 19 19 19 19 19 19 19 19 19 19 20 320 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 330 16 16 16 16 17 17 17 17 17 17 17 17 17 17 17 340 15 15 15 16 16 16 16 16 16 16 16 16 16 16 16 350 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 Steel Designers' Manual - 6th Edition (2003) 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/ 1234 Extracts from BS 5950: Part 1 Table 24. Compressive strength p c (N/mm 2 ) (continued ) (7) Values of p c (N/mm 2 ) with l < 110 for strut curve d Steel grade and design strength p y (N/mm 2 ) S 275 S 355 S 460 l 235 245 255 265 275 315 325 335 345 355 400 410 430 440 460 15 235 245 255 265 275 315 325 335 345 355 397 407 425 435 453 20 232 241 250 259 269 305 314 323 332 341 381 390 408 417 434 25 223 231 240 249 257 292 301 309 318 326 365 373 390 398 415 30 213 222 230 238 247 279 287 296 304 312 348 356 372 380 396 35 204 212 220 228 236 267 274 282 290 297 331 339 353 361 375 40 195 203 210 218 225 254 261 268 275 283 314 321 334 341 355 42 192 199 206 214 221 249 256 263 270 277 307 314 327 333 346 44 188 195 202 209 216 244 251 257 264 271 300 306 319 325 337 46 185 192 199 205 212 239 245 252 258 265 293 299 311 317 329 48 181 188 195 201 208 234 240 246 252 259 286 291 303 309 320 50 178 184 191 197 204 228 235 241 247 253 278 284 295 301 311 52 174 181 187 193 199 223 229 235 241 246 271 277 287 292 303 54 171 177 183 189 195 218 224 229 235 240 264 269 279 284 294 56 167 173 179 185 191 213 219 224 229 234 257 262 271 276 285 58 164 170 175 181 187 208 213 218 224 229 250 255 264 268 277 60 161 166 172 177 182 203 208 213 218 223 243 247 256 260 268 62 157 163 168 173 178 198 203 208 212 217 236 240 248 252 260 64 154 159 164 169 174 193 198 202 207 211 229 233 241 245 252 66 150 156 160 165 170 188 193 197 201 205 223 226 234 237 244 68 147 152 157 162 166 184 188 192 196 200 216 220 226 230 236 70 144 149 153 158 162 179 183 187 190 194 210 213 219 222 228 72 141 145 150 154 158 174 178 182 185 189 203 207 213 215 221 74 138 142 146 150 154 170 173 177 180 183 197 200 206 209 214 76 135 139 143 147 151 165 169 172 175 178 191 194 199 202 207 78 132 136 139 143 147 161 164 167 170 173 186 188 193 195 200 80 129 132 136 140 143 156 160 163 165 168 180 182 187 189 194 82 126 129 133 136 140 152 155 158 161 163 175 177 181 183 187 84 123 126 130 133 136 148 151 154 156 159 169 171 176 177 181 86 120 123 127 130 133 144 147 149 152 154 164 166 170 172 175 88 117 120 123 127 129 140 143 145 148 150 159 161 165 167 170 90 114 118 121 123 126 137 139 141 144 146 154 156 160 161 164 92 112 115 118 120 123 133 135 137 139 142 150 152 155 156 159 94 109 112 115 117 120 129 132 134 136 138 145 147 150 152 154 96 107 109 112 115 117 126 128 130 132 134 141 143 146 147 150 98 104 107 109 112 114 123 125 126 128 130 137 138 141 143 145 100 102 104 107 109 111 119 121 123 125 126 133 134 137 138 141 102 99 102 104 106 108 116 118 120 121 123 129 131 133 134 136 104 97 99 102 104 106 113 115 116 118 120 126 127 129 130 132 106 95 97 99 101 103 110 112 113 115 116 122 123 125 126 128 108 93 95 97 99 101 107 109 110 112 113 119 120 122 123 125 Steel Designers' Manual - 6th Edition (2003) 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/ Extracts from BS 5950: Part 1 1235 Table 24. Compressive strength p c (N/mm 2 ) (continued ) (8) Values of p c (N/mm 2 ) with l ≥ 110 for strut curve d Steel grade and design strength p y (N/mm 2 ) S 275 S 355 S 460 l 235 245 255 265 275 315 325 335 345 355 400 410 430 440 460 110 91 93 95 96 98 105 106 108 109 110 115 116 118 119 121 112 88 90 92 94 96 102 103 105 106 107 112 113 115 116 118 114 86 88 90 92 94 99 101 102 103 104 109 110 112 113 114 116 85 86 88 90 91 97 98 99 101 102 106 107 109 110 111 118 83 84 86 88 89 95 96 97 98 99 103 104 106 107 108 120 81 82 84 86 87 92 93 94 95 96 101 101 103 104 105 122 79 81 82 84 85 90 91 92 93 94 98 99 100 101 102 124 77 79 80 82 83 88 89 90 91 92 95 96 98 98 99 126 76 77 78 80 81 86 87 88 89 89 93 94 95 96 97 128 74 75 77 78 79 84 85 85 86 87 91 91 93 93 94 130 72 74 75 76 77 82 83 83 84 85 88 89 90 91 92 135 68 70 71 72 73 77 78 79 79 80 83 84 85 85 86 140 65 66 67 68 69 73 73 74 75 75 78 79 80 80 81 145 62 63 64 65 65 69 69 70 71 71 74 74 75 75 76 150 59 60 60 61 62 65 66 66 67 67 69 70 71 71 72 155 56 57 57 58 59 62 62 63 63 64 66 66 67 67 68 160 53 54 55 55 56 58 59 59 60 60 62 62 63 63 64 165 50 51 52 53 53 55 56 56 57 57 59 59 60 60 61 170 48 49 49 50 51 53 53 54 54 54 56 56 57 57 57 175 46 47 47 48 48 50 51 51 51 52 53 53 54 54 55 180 44 45 45 46 46 48 48 49 49 49 50 51 51 51 52 185 42 43 43 44 44 46 46 46 47 47 48 48 49 49 49 190 40 41 41 42 42 44 44 44 44 45 46 46 46 47 47 195 38 39 39 40 40 42 42 42 42 43 44 44 44 45 45 200 37 37 38 38 39 40 40 40 41 41 42 42 42 43 43 210 34 34 35 35 35 37 37 37 37 37 38 38 39 39 39 220 31 32 32 32 33 34 34 34 34 34 35 35 36 36 36 230 29 29 30 30 30 31 31 31 32 32 32 33 33 33 33 240 27 27 28 28 28 29 29 29 29 29 30 30 30 30 31 250 25 25 26 26 26 27 27 27 27 27 28 28 28 28 28 260 24 24 24 24 24 25 25 25 25 25 26 26 26 26 26 270 22 22 22 23 23 23 23 23 24 24 24 24 24 24 25 280 21 21 21 21 21 22 22 22 22 22 23 23 23 23 23 290 19 20 20 20 20 20 21 21 21 21 21 21 21 21 21 300 18 18 19 19 19 19 19 19 19 20 20 20 20 20 20 310 17 17 17 18 18 18 18 18 18 18 19 19 19 19 19 320 16 16 16 17 17 17 17 17 17 17 18 18 18 18 18 330 15 15 16 16 16 16 16 16 16 16 17 17 17 17 17 340 15 15 15 15 15 15 15 15 15 15 16 16 16 16 16 350 14 14 14 14 14 14 14 15 15 15 15 15 15 15 15 Steel Designers' Manual - 6th Edition (2003) 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/ 1236 Bolt data Hole sizes – for ordinary bolts and friction grip connections Nominal Clearance Oversize Short slotted Long slotted diameter hole hole holes a holes a (mm) diameter b diameter a (mm) (mm) (mm) (mm) Narrow Slot Narrow Maximum dimension dimension dimension dimension M12 a 14 17 14 18 14 30 M16 18 21 18 22 18 40 M20 22 25 22 26 22 50 M22 24 27 24 28 24 55 M24 26 30 26 32 26 60 M27 30 35 30 37 30 67 M30 33 38 33 40 33 75 a Hardened washers to be used b In cases where there are more than three plies in joint the holes in the inner plies should be one millimetre larger than those in the outer plies Bolt strengths Bolt grade Steel grade 4.6 8.8 S275 S355 S460 Shear strength, p s (N/mm 2 ) 160 375 Bearing strength, p bb (N/mm 2 ) 460 1000 a 460 550 670 Tension strength, p t (N/mm 2 ) 240 560 a The bearing value of the connected part is critical Bolt data Steel Designers' Manual - 6th Edition (2003) 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/ Bolt data 1237 Spacing, end and edge distances – minimum values (see Fig. 23.1) Nominal Diameter of Minimum Edge distance to Edge distance diameter of clearance spacing rolled, sawn, planed, to sheared fastener hole (mm) or machine flame edge or hand (mm) (mm) cut edge flame cut edge (mm) and end distance (mm) M12 14 30 18 20 M16 18 40 23 26 M20 22 50 28 31 M22 a 24 55 30 34 M24 26 60 33 37 M27 a 30 68 38 42 M30 33 75 42 47 a Non-preferred size Maximum centres of fasteners Thickness Spacing in the Spacing in any direction of element direction of stress in corrosive environments (mm) (mm) (mm) 57080 68496 798112 8 112 128 9 126 144 10 140 160 11 154 176 12 168 192 13 182 200 14 196 200 15 210 200 Steel Designers' Manual - 6th Edition (2003) 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/ 1238 Bolt data Maximum edge distances (1) BS 4360 Thickness p y (N/mm 2 )11te a grade less than or equal to (mm) S275 16 275 1.0 11t 40 265 1.02 11.21t 63 255 1.04 11.44t 80 245 1.06 11.65t 100 235 1.08 11.90t S355 16 355 0.88 9.68t 40 345 0.89 9.79t 63 335 0.91 10.0t 80 325 0.92 10.12t 100 315 0.93 10.28t S460 16 460 0.77 8.47t 40 440 0.79 8.69t 63 430 0.80 8.80t 80 410 0.82 9.02t 100 400 0.83 9.13t a This rule does not apply to fasteners interconnecting the components of back-to-back tension members This table is expanded in the next table (Maximum edge distances (2)) e = Ê Ë ˆ ¯ 275 12 p y Steel Designers' Manual - 6th Edition (2003) 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/ Bolt data 1239 Maximum edge distances (2) Thickness Corrosive Steel grade Steel grade Steel grade of element t environment S275 S355 S460 (mm) 40mm + 4t e = 11tee= 11tee= 11te (mm) (mm) (mm) (mm) 560 a 55 a 48 a 42 a 664 a 66 58 a 51 a 768 a 77 67 a 59 872 a 88 77 68 a 976998776 10 80 110 96 85 11 84 121 106 93 12 88 132 116 102 13 92 143 125 110 14 96 154 135 119 15 100 165 145 127 16 104 176 154 136 20 120 224 196 174 25 140 280 245 217 30 160 336 294 261 35 180 392 343 304 40 200 448 392 347 45 220 515 445 396 50 240 572 501 440 55 260 629 551 484 60 280 686 601 528 65 300 757 657 586 70 320 816 708 631 75 340 874 759 677 a Use the lesser values for the appropriate grade of steel Steel Designers' Manual - 6th Edition (2003) 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/ 1240 Bolt data Back marks in channel flanges RSC Nominal flange Back Edge Recommended width mark dist. diameter (mm) (mm) (mm) (mm) 102 55 47 24 89 55 34 20 76 45 31 20 64 35 29 16 51 30 21 10 38 22 – – Back marks in angles Nominal S 1 S 2 S 3 S 4 S 5 S 6 Nominal S 1 leg (mm) (mm) (mm) (mm) (mm) (mm) leg (mm) (mm) (mm) 250 75 45 (20) 200 75 (30) 75 (30) 55 (20) 55 (20) 55 (20) 70 40 (20) 150 55 (20) 55 (20) 65 35 (20) 125 45 (20) 50 (20) 60 35 (16) 120 45 (16) 50 (16) 50 28 (12) 100 55 (24) 45 25 90 50 (24) 40 23 80 45 (20) 30 20 25 15 Maximum recommended bolt sizes are given in brackets This table is reproduced from BCSA Publication No. 5/79, Metric Practice for Structural Steelworks, 3rd edn, 1979. Steel Designers' Manual - 6th Edition (2003) 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/ Bolt data 1241 Cross centres through flanges Flange Minimum Maximum S 1 S 2 S 3 S 4 width for for (mm) (mm) (mm) (mm) (mm) accessibility edge dist. (mm) (mm) Joists 44 27 (5) 30 30 64 38 (10) 39 40 76 48 (10) 51 48 89 54 (12) 59 56 102 60 (16) 62 60 114 66 (16) 74 70 127 72 (20) 77 75 152 75 (20) 102 90 203 91 (24) 143 140 UCs 152 65 (24) 92 90 203 75 (24) 143 140 254 87 (24) 194 140 305 100 (24) 245 140 120 (24) 60 (24) 240 (24) 368 88 (24) 308 140 140 (24) 75 (24) 290 (24) 406 120 (24) 346 140 140 (24) 75 (24) 290 (24) UBs 102 50 (16) 62 54 127 62 (20) 77 70 133 57 (20) 83 70 140 69 (24) 80 70 146 64 (24) 86 70 152 73 (24) 92 90 165 67 (24) 105 90 171 72 (24) 111 90 178 72 (24) 118 90 191 74 (24) 131 90 210 80 (24) 150 140 229 80 (24) 169 140 254 87 (24) 194 140 267 91 (24) 207 140 90 (20) 50 (20) 190 (20) 292 94 (24) 232 140 100 (24) 60 (24) 220 (24) 305 100 (24) 245 140 120 (24) 60 (24) 240 (24) 419 112 (24) 359 140 140 (24) 75 (24) 290 (24) Maximum bolt diameters for dimensions shown are given in brackets Steel Designers' Manual - 6th Edition (2003) 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/ BS 5950-1: 2000 BOLT CAPACITIES BS 4190: 2001 NON-PRELOADED ORDINARY BOLTS GRADE 4.6 BOLTS IN S275 Dmeter of Bait mm Tensile Stress Area A1 mm2 Tension Capacity Shear Canacity Bearing Capacity in kN (Minimam of m and Pbs) End distance eqaal to 2 o bolt diameter. Thickness in mm of ply passed through. Nominal 0.8A,p: P0 kN Exact A1p P kN Single Shear P kN Doable Shear 2P kN 5 6 7 8 9 10 12 15 20 25 30 12 16 20 22 24 27 30 84.3 157 245 303 353 459 561 16.2 30.1 470 582 67.8 881 108 202 37.7 588 727 84.7 110 135 135 25.1 39.2 485 56.5 73.4 89.8 270 50.2 78.4 97.0 113 147 180 27.6 36.8 46.0 50.6 55.2 62.1 69.0 33.1 44.2 55.2 60.7 66.2 74.5 82.6 38.6 51.5 64.4 70.8 77.3 869 96.6 442 58.9 73.6 81.0 88.3 994 110 497 66.2 82.8 91.1 99.4 112 124 55.2 73.6 920 101 110 124 138 66.2 88.3 110 121 132 149 166 82.8 hO 138 152 166 186 207 110 147 I84 202 221 248 276 138 I84 230 253 276 311 345 I66 221 276 304 331 373 414 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. GRADE 8.8 BOLTS IN S275 Diameter of Boll mm Tensile Stress Area A1 mm2 Tension Capacdy Shear Capacity Bearing Capacity in kN (Minimum of P25 and P5( End distance equal to 2 o bolt diameter. Thickness is mm of ply passed through. Nominal 0.8A1p1 P kN Enact A1p1 P: kN Single Shear P kN Double Shear 2P kN 5 6 7 8 9 10 12 15 20 25 30 12 16 20 22 24 27 30 84.3 157 245 303 353 459 561 378 70.3 110 136 158 206 251 472 87.9 137 170 198 257 314 31.6 58.9 919 114 132 172 210 632 118 184 227 265 344 421 27.6 36.8 46.0 50.6 55.2 62.1 69.0 331 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 44.2 58.9 73.6 81.0 88.3 99.4 110 49.7 66.2 82.8 91.1 99.4 112 124 552 73.6 92.0 101 110 124 138 66.2 88.3 110 121 132 149 166 82.8 110 138 152 166 186 207 110 147 184 202 221 248 276 138 184 230 253 276 311 345 166 221 276 304 331 373 414 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. 1242 Bolt data Steel Designers' Manual - 6th Edition (2003) 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/ [...]... lung 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) Bolt data 1247 Steel Designers' Manual - 6th Edition (2003) Bolt data 1248 BOLT CAPACITIES BS 5950-1: 2000 BS 4395: 1969 BS 4604:... 200 233 146 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 1249 Steel Designers' Manual - 6th Edition (2003) Bolt data 1250 BOLT CAPACITIES BS 5950-1: 2000 BS4395: 1969 BS 4604:... 119 132 158 198 264 330 162 178 172 628 980 196 82.5 99.0 116 132 330 413 212 121 242 90.8 109 127 145 218 272 363 454 24 233 247 141 282 220 267 165 182 248 220 257 149 163 198 200 89.0 110 128 178 22 396 495 545 99.0 119 139 158 178 198 238 297 396 495 594 27 303 333 321 184 367 167 333 111 134 156 178 200 223 267 334 446 557 668 30 370 407 393 224 449 204 407 124 149 173 198 223 248 297 371 495... 273 333 146 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) 1258 Bolt data Steel Designers' Manual - 6th Edition (2003) Bolt data BS5950-1:2000 BS 4395:1969 BS 4604:1970 1259 BOLT CAPACITIES... 126.4 137.6 149.1 161.0 173 .3 185.9 198.9 212.3 226.1 240.3 254.9 269.8 225 250 275 300 30.1 37.9 46.5 55.5 65.0 74.8 85.0 95.5 106.2 117. 3 128.6 140.3 152.3 164.6 177 .3 190.4 203.8 217. 5 231.7 246.2 261.1 276.4 292.1 35.3 43.8 53.1 62.9 73.2 83.9 94.9 106.2 117. 9 129.8 142.0 154.5 167.4 180.6 194.1 207.9 222.1 236.6 251.6 266.8 282.5 298.5 314.9 40.9 50.1 60.1 70.6 81.7 93.2 105.1 117. 3 129.8 142.6 155.7... 47.2 87.9 59.0 33,7 67.4 13.2 19.8 33.0 39.6 79.2 112 145 l78 62.8 126 8.80 17. 6 35.2 96.8 l41 185 172 980 196 0 11.0 22.0 33.0 77.0 110 170 212 247 121 242 0 6.05 18.2 30.3 44.0 44.0 42.4 70.4 137 78.7 115 282 13.2 26.4 39.6 79.2 119 251 184 367 3.71 18.6 33.4 78.0 123 197 27t 345 393 224 449 0 0 0 229 275 296 317 321 0 0 0 165 175 185 220 236 141 46.2 52.8 55.0 54.5 52.8 48.3 59.4 110 26.4 26.4 0 8.25... kN kN kN 12 40.4 17. 5 33.2 13.3 26.7 17. 5 35.0 22.2 44.5 02.1 44.5 82.8 8.89 16 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/ mm 24.5 40.7 33.2 66.3 41.4 82.0 20 22 24 27 30 144 130 91.5 38.9 778 51.8 84.8 130 177 31 g 837 47.5... kN kN kN kN kN kN kN 12 49,4 44.5 8.89 17. 8 kN 22.2 44.6 82.9 16.6 33.2 29.7 49.7 35.6 92.1 13.3 24.9 17. 8 16 33.2 66.3 41.4 82.9 20 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/ mm 144 177 130 25.9 51.8 38.9 77.8 51.8 104 64.8... 132 176 20 245 137 172 98.0 196 55.0 66.0 88.0 99.0 110 132 165 22 303 170 72.6 96.8 109 121 66.0 79.2 119 132 27 459 184 224 74.3 89.1 134 149 561 257 314 321 30 82.5 99.0 106 119 132 149 165 145 158 178 198 182 198 242 282 367 449 60.5 353 212 247 121 24 61.6 77.0 84.7 92.4 104 116 165 220 220 242 264 297 330 This material is copyright - all rights reserved Reproduced under licence from The Steel. .. 8.89 17. 8 13.3 26.7 17. 8 35.6 22.2 44.5 16 92.1 82.9 16.6 33.2 24.9 49,7 33.2 66.3 41.4 82.9 20 144 130 25.9 51.8 38.9 77.8 51.8 104 64.8 130 22 177 159 31.9 63.7 47.8 95.6 63.7 t27 79.7 159 24 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/ . 21 310 18 18 18 19 19 19 19 19 19 19 19 19 19 19 20 320 17 17 17 17 18 18 18 18 18 18 18 18 18 18 18 330 16 16 16 16 17 17 17 17 17 17 17 17 17 17 17 340 15 15 15 16 16 16 16 16 16 16 16 16 16 16 16 350. 19 20 20 20 20 20 20 310 17 17 17 18 18 18 18 18 18 18 19 19 19 19 19 320 16 16 16 17 17 17 17 17 17 17 18 18 18 18 18 330 15 15 16 16 16 16 16 16 16 16 17 17 17 17 17 340 15 15 15 15 15 15 15. 136 148 151 154 156 159 169 171 176 177 181 86 120 123 127 130 133 144 147 149 152 154 164 166 170 172 175 88 117 120 123 127 129 140 143 145 148 150 159 161 165 167 170 90 114 118 121 123 126