Steel Designers Manual - TheBestFriend.org

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Steel Designers' Manual - 6th Edition (2003)
STRUCTURAL TEES
CUT FROM UNIVERSAL COLUMNS
PROPERTIES
Dimensions and properties 1219
x+x
Section Second Radius Elastic Plastic Mono- Warping Torsional Area
Designation Moment of Gyration Modulus Modulus symmetry Constant Constant of
of Area Index (*) Section
Axis Axis Axis Axis Axis Axis Axis Axis
x-x y-y x-x y-y x-x y-y x-x y-y
Flange Toe y H J A
cm 4 cm 4 cm cm cm 3 cm 3 cm 3 cm 3 cm 3 cm 6 cm 4 cm 2
406 ¥ 178 ¥ 118 2860 15500 4.37 10.2 843 183 785 367 1190 0.165 12700 405 150
368 ¥ 178 ¥ 101 2460 11800 4.38 9.60 749 160 632 312 960 0.216 7840 278 129
368 ¥ 178 ¥ 89 2090 10300 4.30 9.54 676 136 551 263 835 0.212 5270 190 113
368 ¥ 178 ¥ 77 1730 8780 4.22 9.49 601 114 474 216 717 0.209 3390 125 97.4
368 ¥ 178 ¥ 65 1420 7310 4.16 9.43 527 94.1 396 175 600 0.207 2010 76.2 82.2
305 ¥ 152 ¥ 79 1530 6290 3.90 7.90 503 115 404 225 615 0.268 3650 188 101
305 ¥ 152 ¥ 69 1290 5350 3.84 7.83 450 97.7 346 188 526 0.263 2340 124 87.2
305 ¥ 152 ¥ 59 1080 4530 3.79 7.77 401 82.8 295 156 448 0.262 1470 80.3 75.1
305 ¥ 152 ¥ 49 858 3650 3.73 7.69 343 66.5 239 123 363 0.258 806 45.5 61.7
254 ¥ 127 ¥ 66 871 3770 3.22 6.69 323 78.3 288 159 439 0.250 2200 159 84.1
254 ¥ 127 ¥ 54 676 2960 3.15 6.59 276 62.1 229 122 349 0.245 1150 85.9 68.2
254 ¥ 127 ¥ 45 524 2430 3.04 6.55 237 48.5 190 94.1 288 0.242 660 51.1 56.7
254 ¥ 127 ¥ 37 417 1950 2.99 6.48 204 39.2 153 74.1 233 0.236 359 28.8 46.5
203 ¥ 102 ¥ 43 373 1560 2.61 5.34 169 41.9 150 84.6 228 0.257 605 68.1 54.8
203 ¥ 102 ¥ 36 280 1270 2.49 5.30 143 31.8 123 63.6 187 0.254 343 40.0 45.2
203 ¥ 102 ¥ 30 244 1030 2.53 5.20 129 28.4 100 54.4 153 0.245 195 23.5 38.2
203 ¥ 102 ¥ 26 200 889 2.46 5.18 115 23.4 87.0 44.5 132 0.243 128 15.8 33.1
203 ¥ 102 ¥ 23 177 774 2.45 5.13 105 20.9 76.0 39.0 115 0.242 87.2 11.0 29.4
152 ¥ 76 ¥ 19 93.1 353 1.99 3.87 60.7 14.2 45.7 27.1 69.8 0.277 44.9 9.54 23.5
152 ¥ 76 ¥ 15 72.2 280 1.94 3.83 51.4 11.2 36.7 20.9 55.8 0.269 23.7 5.24 19.1
152 ¥ 76 ¥ 12 58.5 200 2.00 3.70 41.9 9.41 26.3 16.9 40.1 0.278 9.78 2.30 14.6
(*) Note units are cm 6 and not dm 6 .
Values of u and x are not given, as lateral torsional buckling due to bending about the x-x axis is not possible, because the second
moment of area about the y-y axis exceeds the second moment of area about the x-x axis.