Steel Designers Manual - TheBestFriend.org

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Steel Designers' Manual - 6th Edition (2003)
CASTELLATED UNIVERSAL BEAMS
PROPERTIES (CONTINUED)
Dimensions and properties 1213
xtx
Section Net Elastic Elastic Net Plastic Net Net Net Net Net
Designation Modulus Modulus of Tee Modulus Bucking 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
356 ¥ 406 ¥ 634 534 ¥ 406 ¥ 634 18100 4620 706 325 20600 7000 0.946 7.81 84.7 13000 717
356 ¥ 406 ¥ 551 534 ¥ 406 ¥ 551 15600 3950 573 245 17600 5970 0.946 8.72 69.1 8770 622
356 ¥ 406 ¥ 467 534 ¥ 406 ¥ 467 13200 3290 452 177 14700 4970 0.946 9.96 54.9 5520 527
356 ¥ 406 ¥ 393 534 ¥ 406 ¥ 393 11000 2720 358 127 12200 4110 0.947 11.5 43.4 3360 442
356 ¥ 406 ¥ 340 534 ¥ 406 ¥ 340 9530 2320 298 96.8 10400 3510 0.948 13.0 35.9 2220 382
356 ¥ 406 ¥ 287 534 ¥ 406 ¥ 287 8040 1940 244 71.4 8680 2930 0.947 15.1 29.0 1370 323
356 ¥ 406 ¥ 235 534 ¥ 406 ¥ 235 6580 1570 195 50.4 7040 2370 0.949 17.9 22.7 772 264
356 ¥ 368 ¥ 202 534 ¥ 368 ¥ 202 5500 1260 196 46.2 5870 1910 0.949 19.5 16.4 531 228
356 ¥ 368 ¥ 177 534 ¥ 368 ¥ 177 4820 1100 174 37.7 5120 1660 0.949 21.9 14.0 364 200
356 ¥ 368 ¥ 153 534 ¥ 368 ¥ 153 4180 947 153 30.2 4410 1430 0.949 25.0 11.8 239 173
356 ¥ 368 ¥ 129 534 ¥ 368 ¥ 129 3520 793 134 23.8 3700 1190 0.949 29.2 9.73 146 146
305 ¥ 305 ¥ 283 458 ¥ 305 ¥ 283 6650 1530 256 90.4 7390 2320 0.950 10.9 13.8 1940 320
305 ¥ 305 ¥ 240 458 ¥ 305 ¥ 240 5620 1280 210 67.6 6180 1930 0.950 12.5 11.1 1210 271
305 ¥ 305 ¥ 198 458 ¥ 305 ¥ 198 4630 1040 170 48.7 5030 1570 0.952 14.7 8.66 699 223
305 ¥ 305 ¥ 158 458 ¥ 305 ¥ 158 3670 807 137 34.4 3940 1220 0.952 18.1 6.49 358 177
305 ¥ 305 ¥ 137 458 ¥ 305 ¥ 137 3180 692 120 27.8 3390 1050 0.953 20.6 5.45 236 153
305 ¥ 305 ¥ 118 458 ¥ 305 ¥ 118 2730 589 106 22.5 2890 890 0.952 23.6 4.55 152 132
305 ¥ 305 ¥ 97 458 ¥ 305 ¥ 97 2240 479 90.9 17.1 2360 722 0.954 28.2 3.62 86.3 108
254 ¥ 254 ¥ 167 381 ¥ 254 ¥ 167 3220 744 115 37.9 3540 1130 0.952 12.2 3.64 596 188
254 ¥ 254 ¥ 132 381 ¥ 254 ¥ 132 2540 576 88.0 25.1 2750 871 0.950 15.0 2.69 303 149
254 ¥ 254 ¥ 107 381 ¥ 254 ¥ 107 2050 458 71.7 18.1 2200 692 0.952 18.1 2.06 164 120
254 ¥ 254 ¥ 89 381 ¥ 254 ¥ 89 1710 379 59.5 13.3 1820 572 0.953 21.2 1.66 97.7 100
254 ¥ 254 ¥ 73 381 ¥ 254 ¥ 73 1400 307 50.6 10.1 1480 463 0.952 25.4 1.31 54.9 82.2
203 ¥ 203 ¥ 86 305 ¥ 203 ¥ 86 1320 299 46.8 13.5 1440 452 0.951 14.8 0.718 130 96.7
203 ¥ 203 ¥ 71 305 ¥ 203 ¥ 71 1100 246 37.7 9.61 1180 371 0.952 17.4 0.571 76.9 80.3
203 ¥ 203 ¥ 60 305 ¥ 203 ¥ 60 911 201 33.5 7.83 971 303 0.951 20.6 0.455 44.4 66.8
203 ¥ 203 ¥ 52 305 ¥ 203 ¥ 52 796 174 29.2 6.22 843 263 0.952 23.3 0.387 30.1 58.3
203 ¥ 203 ¥ 46 305 ¥ 203 ¥ 46 702 152 26.7 5.34 740 230 0.952 26.1 0.334 20.9 51.4
152 ¥ 152 ¥ 37 228 ¥ 152 ¥ 37 423 91.4 16.8 4.13 453 138 0.952 19.4 0.0904 17.9 41.0
152 ¥ 152 ¥ 30 228 ¥ 152 ¥ 30 344 73.3 14.0 3.05 365 111 0.952 23.4 0.0704 9.82 33.3
152 ¥ 152 ¥ 23 228 ¥ 152 ¥ 23 255 52.5 12.0 2.37 268 79.5 0.952 30.7 0.0491 4.14 24.8
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