Steel Designers Manual - TheBestFriend.org

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Steel Designers' Manual - 6th Edition (2003)
CASTELLATED UNIVERSAL BEAMS
PROPERTIES (CONTINUED)
Dimensions and properties 1209
XIX
Section Net Elastic Elastic Net Plastic Net Net Net Net Net
Designation Modulus Modulus of Tee Modulus Buckling Torsional Warping Torsional Area
Parameter Index Constant Constant
Original Castellated Axis Axis Flange Toe Axis Axis
x-x y-y x-x x-x x-x y-y u x H J An
cm 3
cm 3
cm 3
cm 3
914 ¥ 419 ¥ 388 1371 ¥ 419 ¥ 388 24200 2160 1380 314 25600 3290 0.975 37.9 204 1590 396
914 ¥ 419 ¥ 343 1371 ¥ 419 ¥ 343 21200 1870 1250 276 22400 2850 0.974 43.0 175 1080 349
914 ¥ 305 ¥ 289 1371 ¥ 305 ¥ 289 16800 1010 1080 288 17900 1560 0.972 44.8 71.1 813 279
914 ¥ 305 ¥ 253 1371 ¥ 305 ¥ 253 14700 869 964 249 15600 1340 0.971 50.9 60.3 547 244
914 ¥ 305 ¥ 224 1371 ¥ 305 ¥ 224 12800 738 863 223 13600 1140 0.971 58.4 50.6 361 213
914 ¥ 305 ¥ 201 1371 ¥ 305 ¥ 201 11100 620 772 205 11800 956 0.969 67.1 42.2 239 187
838 ¥ 292 ¥ 226 1257 ¥ 292 ¥ 226 12300 772 811 204 13100 1180 0.972 49.0 43.8 455 221
838 ¥ 292 ¥ 194 1257 ¥ 292 ¥ 194 10200 619 704 179 10900 951 0.971 59.0 34.7 261 185
838 ¥ 292 ¥ 176 1257 ¥ 292 ¥ 176 9080 534 639 166 9660 821 0.970 66.4 29.7 183 165
762 ¥ 267 ¥ 197 1143 ¥ 267 ¥ 197 9620 609 620 159 10200 935 0.972 46.7 25.8 356 191
762 ¥ 267 ¥ 173 1143 ¥ 267 ¥ 173 8310 513 554 141 8840 788 0.971 53.9 21.5 230 166
762 ¥ 267 ¥ 147 1143 ¥ 267 ¥ 147 6900 411 476 122 7330 632 0.971 64.7 17.0 132 138
762 ¥ 267 ¥ 134 1143 ¥ 267 ¥ 134 6200 362 435 113 6590 556 0.969 71.7 14.9 97.0 125
686 ¥ 254 ¥ 170 1029 ¥ 254 ¥ 170 7590 518 480 120 8070 793 0.973 44.8 17.0 273 167
686 ¥ 254 ¥ 152 1029 ¥ 254 ¥ 152 6750 454 438 107 7160 695 0.972 50.2 14.7 193 149
686 ¥ 254 ¥ 140 1029 ¥ 254 ¥ 140 6160 408 407 98.6 6520 625 0.972 54.8 13.1 147 136
686 ¥ 254 ¥ 125 1029 ¥ 254 ¥ 125 5380 346 367 90.4 5700 531 0.972 62.7 11.0 97.9 119
610 ¥ 305 ¥ 238 915 ¥ 305 ¥ 238 10200 1020 555 135 10800 1550 0.974 30.1 32.7 722 247
610 ¥ 305 ¥ 179 915 ¥ 305 ¥ 179 7610 743 444 96.3 8040 1130 0.974 39.3 23.2 312 185
610 ¥ 305 ¥ 149 915 ¥ 305 ¥ 149 6340 610 385 77.8 6670 927 0.974 46.6 18.7 183 154
610 ¥ 229 ¥ 140 915 ¥ 229 ¥ 140 5590 391 348 86.2 5950 598 0.974 43.0 9.11 194 138
610 ¥ 229 ¥ 125 915 ¥ 229 ¥ 125 4970 343 317 76.6 5280 525 0.973 48.1 7.91 137 123
610 ¥ 229 ¥ 113 915 ¥ 229 ¥ 113 4440 301 291 69.7 4700 460 0.973 53.9 6.87 97.4 110
610 ¥ 229 ¥ 101 915 ¥ 229 ¥ 101 3880 256 263 64.1 4120 392 0.971 61.6 5.80 65.2 96.9
533 ¥ 210 ¥ 122 800 ¥ 210 ¥ 122 4310 319 262 65.9 4590 489 0.971 39.0 5.27 160 122
533 ¥ 210 ¥ 109 800 ¥ 210 ¥ 109 3820 279 240 58.6 4060 427 0.973 43.8 4.55 112 108
533 ¥ 210 ¥ 101 800 ¥ 210 ¥ 101 3540 256 225 53.8 3750 392 0.973 46.9 4.15 89.8 99.9
533 ¥ 210 ¥ 92 800 ¥ 210 ¥ 92 3200 228 209 49.3 3390 349 0.972 51.8 3.67 66.5 90.5
533 ¥ 210 ¥ 82 800 ¥ 210 ¥ 82 2780 192 188 45.4 2940 294 0.971 59.5 3.06 43.7 79.1
457 ¥ 191 ¥ 98 686 ¥ 191 ¥ 98 3020 243 177 43.6 3220 371 0.974 36.3 2.68 110 99.2
457 ¥ 191 ¥ 89 686 ¥ 191 ¥ 89 2730 218 164 39.2 2900 332 0.974 40.0 2.37 81.9 89.8
457 ¥ 191 ¥ 82 686 ¥ 191 ¥ 82 2490 195 153 36.1 2640 298 0.973 43.8 2.11 61.8 81.9
457 ¥ 191 ¥ 74 686 ¥ 191 ¥ 74 2250 175 142 32.3 2380 267 0.973 48.1 1.88 46.2 74.1
457 ¥ 191 ¥ 67 686 ¥ 191 ¥ 67 2000 153 130 29.7 2120 233 0.973 54.0 1.62 32.5 66.1
457 ¥ 152 ¥ 82 686 ¥ 152 ¥ 82 2430 152 147 39.2 2600 234 0.974 38.3 1.35 80.4 80.5
457 ¥ 152 ¥ 74 686 ¥ 152 ¥ 74 2190 135 135 35.0 2330 208 0.974 42.2 1.18 59.2 72.5
457 ¥ 152 ¥ 67 686 ¥ 152 ¥ 67 1950 118 124 32.0 2080 182 0.972 47.2 1.03 42.1 65.0
457 ¥ 152 ¥ 60 686 ¥ 152 ¥ 60 1730 104 113 28.2 1840 159 0.973 52.8 0.890 29.8 57.7
457 ¥ 152 ¥ 52 686 ¥ 152 ¥ 52 1470 84.5 99.2 25.5 1560 130 0.971 62.5 0.717 18.0 49.3
The values of the elastic modulus of the Tee are the elastic modulus at the flange and at the toe of the Tee formed at the net section.
cm 3
cm 3
dm 6
cm 4
cm 2