Steel Designers Manual - TheBestFriend.org

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Steel Designers' Manual - 6th Edition (2003)
CASTELLATED UNIVERSAL BEAMS
PROPERTIES (CONTINUED)
Dimensions and properties 1211
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
406 ¥ 178 ¥ 74 609 ¥ 178 ¥ 74 2040 172 121 28.4 2170 262 0.974 39.0 1.39 57.0 75.2
406 ¥ 178 ¥ 67 609 ¥ 178 ¥ 67 1840 153 112 25.6 1940 233 0.973 43.2 1.22 41.5 67.7
406 ¥ 178 ¥ 60 609 ¥ 178 ¥ 60 1640 135 103 22.6 1730 206 0.974 48.0 1.07 30.0 60.5
406 ¥ 178 ¥ 54 609 ¥ 178 ¥ 54 1440 115 94.1 21.3 1520 175 0.973 54.9 0.902 20.0 53.3
406 ¥ 140 ¥ 46 609 ¥ 140 ¥ 46 1200 75.6 78.6 18.7 1270 116 0.974 54.8 0.476 16.9 44.8
406 ¥ 140 ¥ 39 609 ¥ 140 ¥ 39 971 57.7 66.8 16.8 1030 88.8 0.970 68.0 0.359 8.93 36.7
356 ¥ 171 ¥ 67 534 ¥ 171 ¥ 67 1660 157 92.1 21.2 1760 239 0.974 34.6 0.940 51.2 69.3
356 ¥ 171 ¥ 57 534 ¥ 171 ¥ 57 1380 129 81.5 18.0 1460 196 0.974 41.1 0.757 30.2 58.1
356 ¥ 171 ¥ 51 534 ¥ 171 ¥ 51 1230 113 74.8 16.0 1300 172 0.974 45.9 0.658 21.4 51.7
356 ¥ 171 ¥ 45 534 ¥ 171 ¥ 45 1060 94.7 67.8 14.7 1120 144 0.972 53.1 0.547 13.8 44.9
356 ¥ 127 ¥ 39 534 ¥ 127 ¥ 39 891 56.7 56.5 13.8 945 87.1 0.974 49.6 0.242 13.4 38.0
356 ¥ 127 ¥ 33 534 ¥ 127 ¥ 33 732 44.6 48.6 12.1 775 68.7 0.971 60.1 0.188 7.51 31.5
305 ¥ 165 ¥ 54 458 ¥ 165 ¥ 54 1170 127 61.9 13.5 1230 193 0.974 33.7 0.536 32.3 56.7
305 ¥ 165 ¥ 46 458 ¥ 165 ¥ 46 998 108 54.7 11.0 1050 164 0.975 38.8 0.448 20.7 48.5
305 ¥ 165 ¥ 40 458 ¥ 165 ¥ 40 866 92.6 49.6 9.58 910 140 0.974 44.4 0.379 13.6 42.2
305 ¥ 127 ¥ 48 458 ¥ 127 ¥ 48 954 73.4 54.8 14.9 1020 113 0.973 33.1 0.232 28.1 47.5
305 ¥ 127 ¥ 42 458 ¥ 127 ¥ 42 827 62.4 49.0 12.8 881 96.0 0.972 37.8 0.194 18.5 41.2
305 ¥ 127 ¥ 37 458 ¥ 127 ¥ 37 730 54.4 44.3 11.1 775 83.5 0.972 42.4 0.167 12.9 36.4
305 ¥ 102 ¥ 33 458 ¥ 102 ¥ 33 641 37.8 41.9 11.3 685 58.4 0.971 44.3 0.100 10.7 31.8
305 ¥ 102 ¥ 28 458 ¥ 102 ¥ 28 536 30.5 36.4 9.87 572 47.1 0.970 52.7 0.0794 6.30 26.7
305 ¥ 102 ¥ 25 458 ¥ 102 ¥ 25 451 24.2 31.6 9.11 482 37.5 0.966 62.6 0.0623 3.78 22.8
254 ¥ 146 ¥ 43 381 ¥ 146 ¥ 43 780 91.9 39.0 8.65 827 139 0.974 30.3 0.237 22.3 45.6
254 ¥ 146 ¥ 37 381 ¥ 146 ¥ 37 670 77.9 34.8 7.24 707 118 0.973 34.9 0.197 14.3 39.2
254 ¥ 146 ¥ 31 381 ¥ 146 ¥ 31 544 61.2 31.3 6.45 572 93.0 0.971 42.9 0.153 7.64 32.1
254 ¥ 102 ¥ 28 381 ¥ 102 ¥ 28 474 34.9 29.3 7.51 506 53.6 0.972 38.8 0.0635 8.51 28.1
254 ¥ 102 ¥ 25 381 ¥ 102 ¥ 25 410 29.1 26.5 6.85 436 44.9 0.971 44.8 0.0524 5.50 24.4
254 ¥ 102 ¥ 22 381 ¥ 102 ¥ 22 345 23.5 23.3 6.22 368 36.2 0.968 52.7 0.0417 3.36 20.8
203 ¥ 133 ¥ 30 305 ¥ 133 ¥ 30 433 57.4 22.1 4.86 459 87.2 0.970 31.0 0.0857 9.42 31.7
203 ¥ 133 ¥ 25 305 ¥ 133 ¥ 25 357 46.2 19.6 4.08 376 70.1 0.969 37.2 0.0678 5.34 26.2
203 ¥ 102 ¥ 23 305 ¥ 102 ¥ 23 322 32.2 16.4 3.79 342 49.0 0.976 32.1 0.0357 6.49 23.9
178 ¥ 102 ¥ 19 267 ¥ 102 ¥ 19 237 27.0 11.8 2.60 251 41.1 0.974 32.4 0.0229 4.08 20.0
152 ¥ 89 ¥ 16 228 ¥ 89 ¥ 16 171 20.2 7.86 1.80 181 30.8 0.974 28.1 0.0109 3.33 16.9
127 ¥ 76 ¥ 13 191 ¥ 76 ¥ 13 117 14.7 4.63 1.12 125 22.3 0.976 23.5 0.00466 2.72 14.0
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