Steel Designers Manual - TheBestFriend.org

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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) 1230 Extracts from BS 5950: Part 1 Table 24. Compressive strength p c (N/mm 2 ) (continued ) (3) Values of p c (N/mm 2 ) with l < 110 for strut curve b 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 15 235 245 255 265 275 315 325 335 345 355 399 409 428 438 457 20 234 243 253 263 272 310 320 330 339 349 391 401 420 429 448 25 229 239 248 258 267 304 314 323 332 342 384 393 411 421 439 30 225 234 243 253 262 298 307 316 325 335 375 384 402 411 429 35 220 229 238 247 256 291 300 309 318 327 366 374 392 400 417 40 216 224 233 241 250 284 293 301 310 318 355 364 380 388 404 42 213 222 231 239 248 281 289 298 306 314 351 359 375 383 399 44 211 220 228 237 245 278 286 294 302 310 346 354 369 377 392 46 209 218 226 234 242 275 283 291 298 306 341 349 364 371 386 48 207 215 223 231 239 271 279 287 294 302 336 343 358 365 379 50 205 213 221 229 237 267 275 283 290 298 330 337 351 358 372 52 203 210 218 226 234 264 271 278 286 293 324 331 344 351 364 54 200 208 215 223 230 260 267 274 281 288 318 325 337 344 356 56 198 205 213 220 227 256 263 269 276 283 312 318 330 336 347 58 195 202 210 217 224 252 258 265 271 278 305 311 322 328 339 60 193 200 207 214 221 247 254 260 266 272 298 304 314 320 330 62 190 197 204 210 217 243 249 255 261 266 291 296 306 311 320 64 187 194 200 207 213 238 244 249 255 261 284 289 298 302 311 66 184 191 197 203 210 233 239 244 249 255 276 281 289 294 301 68 181 188 194 200 206 228 233 239 244 249 269 273 281 285 292 70 178 185 190 196 202 223 228 233 238 242 261 265 272 276 282 72 175 181 187 193 198 218 223 227 232 236 254 257 264 267 273 74 172 178 183 189 194 213 217 222 226 230 246 249 255 258 264 76 169 175 180 185 190 208 212 216 220 223 238 241 247 250 255 78 166 171 176 181 186 203 206 210 214 217 231 234 239 241 246 80 163 168 172 177 181 197 201 204 208 211 224 226 231 233 237 82 160 164 169 173 177 192 196 199 202 205 217 219 223 225 229 84 156 161 165 169 173 187 190 193 196 199 210 212 216 218 221 86 153 157 161 165 169 182 185 188 190 193 203 205 208 210 213 88 150 154 158 161 165 177 180 182 185 187 196 198 201 203 206 90 146 150 154 157 161 172 175 177 179 181 190 192 195 196 199 92 143 147 150 153 156 167 170 172 174 176 184 185 188 189 192 94 140 143 147 150 152 162 165 167 169 171 178 179 182 183 185 96 137 140 143 146 148 158 160 162 164 165 172 173 176 177 179 98 134 137 139 142 145 153 155 157 159 160 167 168 170 171 173 100 130 133 136 138 141 149 151 152 154 155 161 162 164 165 167 102 127 130 132 135 137 145 146 148 149 151 156 157 159 160 162 104 124 127 129 131 133 141 142 144 145 146 151 152 154 155 156 106 121 124 126 128 130 137 138 139 141 142 147 148 149 150 151 108 118 121 123 125 126 133 134 135 137 138 142 143 144 145 147
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) Table 24. Compressive strength p c (N/mm 2 ) (continued ) (4) Values of p c (N/mm 2 ) with l ≥ 110 for strut curve b Extracts from BS 5950: Part 1 1231 Steel grade and design strength p y (N/mm 2 ) S 275 S 355 S 460 l 235 245 255 265 275 315 325 335 345 355 400 410 430 440 460 110 115 118 120 121 123 129 130 131 133 134 138 139 140 141 142 112 113 115 117 118 120 125 127 128 129 130 134 134 136 136 138 114 110 112 114 115 117 122 123 124 125 126 130 130 132 132 133 116 107 109 111 112 114 119 120 121 122 122 126 126 128 128 129 118 105 106 108 109 111 115 116 117 118 119 122 123 124 124 125 120 102 104 105 107 108 112 113 114 115 116 119 119 120 121 122 122 100 101 103 104 105 109 110 111 112 112 115 116 117 117 118 124 97 99 100 101 102 106 107 108 109 109 112 112 113 114 115 126 95 96 98 99 100 103 104 105 106 106 109 109 110 111 111 128 93 94 95 96 97 101 101 102 103 103 106 106 107 107 108 130 90 92 93 94 95 98 99 99 100 101 103 103 104 105 105 135 85 86 87 88 89 92 93 93 94 94 96 97 97 98 98 140 80 81 82 83 84 86 87 87 88 88 90 90 91 91 92 145 76 77 78 78 79 81 82 82 83 83 84 85 85 86 86 150 72 72 73 74 74 76 77 77 78 78 79 80 80 80 81 155 68 69 69 70 70 72 72 73 73 73 75 75 75 76 76 160 64 65 65 66 66 68 68 69 69 69 70 71 71 71 72 165 61 62 62 62 63 64 65 65 65 65 66 67 67 67 68 170 58 58 59 59 60 61 61 61 62 62 63 63 63 64 64 175 55 55 56 56 57 58 58 58 59 59 60 60 60 60 60 180 52 53 53 53 54 55 55 55 56 56 56 57 57 57 57 185 50 50 51 51 51 52 52 53 53 53 54 54 54 54 54 190 48 48 48 48 49 50 50 50 50 50 51 51 51 51 52 195 45 46 46 46 46 47 47 48 48 48 49 49 49 49 49 200 43 44 44 44 44 45 45 45 46 46 46 46 47 47 47 210 40 40 40 40 41 41 41 41 42 42 42 42 42 43 43 220 36 37 37 37 37 38 38 38 38 38 39 39 39 39 39 230 34 34 34 34 34 35 35 35 35 35 35 36 36 36 36 240 31 31 31 31 32 32 32 32 32 32 33 33 33 33 33 250 29 29 29 29 29 30 30 30 30 30 30 30 30 30 30 260 27 27 27 27 27 27 28 28 28 28 28 28 28 28 28 270 25 25 25 25 25 26 26 26 26 26 26 26 26 26 26 280 23 23 23 23 24 24 24 24 24 24 24 24 24 24 24 290 22 22 22 22 22 22 22 22 22 22 23 23 23 23 23 300 20 20 21 21 21 21 21 21 21 21 21 21 21 21 21 310 19 19 19 19 19 20 20 20 20 20 20 20 20 20 20 320 18 18 18 18 18 18 18 19 19 19 19 19 19 19 19 330 17 17 17 17 17 17 17 17 17 18 18 18 18 18 18 340 16 16 16 16 16 16 16 16 17 17 17 17 17 17 17 350 15 15 15 15 15 16 16 16 16 16 16 16 16 16 16
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