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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) STRUCTURAL TEES CUT FROM UNIVERSAL BEAMS PROPERTIES (CONTINUED) Dimensions and properties 1217 xtx Section Radius Elastic Plastic Buckling Torsional Mono- Warping Torsional Area Designation of Gyration Modulus Modulus Parameter Index symmetry Constant Constant of Index (*) Section Axis Axis Axis Axis Axis Axis x-x y-y x-x y-y x-x y-y Flange Toe u x y H J A cm cm cm 3 cm 3 cm 3 cm 3 cm 3 cm 6 cm 4 cm 2 178 ¥ 203 ¥ 37 6.06 4.04 365 109 86.1 194 133 0.556 13.8 0.696 350 31.4 47.2 178 ¥ 203 ¥ 34 6.07 3.99 332 100 76.3 177 118 0.561 15.2 0.698 262 23.1 42.8 178 ¥ 203 ¥ 30 6.04 3.97 301 89.0 67.6 157 105 0.561 16.9 0.699 186 16.7 38.3 178 ¥ 203 ¥ 27 6.13 3.85 268 84.6 57.5 150 89.1 0.588 19.1 0.705 146 11.6 34.5 140 ¥ 203 ¥ 23 6.19 3.03 224 74.2 37.8 132 59.1 0.633 19.5 0.740 93.7 9.51 29.3 140 ¥ 203 ¥ 20 6.28 2.87 184 67.2 28.9 121 45.4 0.668 23.7 0.750 66.3 5.35 24.8 171 ¥ 178 ¥ 34 5.20 3.99 288 81.5 78.6 145 121 0.500 12.2 0.672 249 27.8 42.7 171 ¥ 178 ¥ 29 5.21 3.91 248 70.9 64.4 125 99.4 0.514 14.4 0.676 154 16.7 36.3 171 ¥ 178 ¥ 26 5.21 3.86 224 63.9 56.5 113 87.1 0.522 16.0 0.677 110 11.9 32.4 171 ¥ 178 ¥ 23 5.28 3.76 197 59.1 47.4 104 73.3 0.545 18.4 0.683 79.2 7.92 28.7 127 ¥ 178 ¥ 20 5.41 2.68 164 55.0 28.4 98.1 44.5 0.632 17.6 0.739 57.1 7.55 24.9 127 ¥ 178 ¥ 17 5.45 2.58 137 48.6 22.3 87.2 35.1 0.654 21.1 0.746 38.0 4.40 21.1 165 ¥ 152 ¥ 27 4.32 3.93 200 52.2 63.7 92.9 97.8 0.389 11.8 0.636 128 17.4 34.4 165 ¥ 152 ¥ 23 4.27 3.91 174 43.7 54.1 77.2 82.8 0.380 13.6 0.636 78.6 11.1 29.4 165 ¥ 152 ¥ 20 4.27 3.86 155 38.6 46.3 67.7 70.9 0.393 15.5 0.638 52.0 7.37 25.7 127 ¥ 152 ¥ 24 4.65 2.74 168 57.1 36.8 102 58.0 0.602 11.7 0.714 104 15.9 30.6 127 ¥ 152 ¥ 21 4.63 2.70 148 49.9 31.3 88.9 49.2 0.606 13.2 0.716 69.2 10.6 26.7 127 ¥ 152 ¥ 19 4.61 2.67 132 43.8 27.2 78.0 42.7 0.606 14.9 0.718 47.4 7.38 23.6 102 ¥ 152 ¥ 17 4.82 2.15 118 42.3 19.0 75.8 30.0 0.656 15.8 0.749 36.8 6.10 20.9 102 ¥ 152 ¥ 14 4.84 2.08 100 37.4 15.3 67.4 24.2 0.673 18.7 0.756 25.2 3.70 17.9 102 ¥ 152 ¥ 13 4.88 1.97 85.0 34.8 12.1 63.4 19.4 0.702 21.7 0.766 20.4 2.39 15.8 146 ¥ 127 ¥ 22 3.54 3.52 130 33.2 46.0 59.6 70.5 0.195 10.6 0.613 64.9 11.9 27.4 146 ¥ 127 ¥ 19 3.52 3.48 115 28.5 39.0 50.7 59.7 0.233 12.2 0.616 41.0 7.67 23.6 146 ¥ 127 ¥ 16 3.61 3.36 97.4 26.2 30.6 46.1 47.1 0.376 14.8 0.623 24.5 4.28 19.8 102 ¥ 127 ¥ 14 3.92 2.22 85.5 28.3 17.5 50.5 27.4 0.608 13.7 0.720 21.0 4.78 18.0 102 ¥ 127 ¥ 13 3.95 2.15 75.3 26.2 14.6 46.9 23.0 0.629 15.7 0.727 15.9 3.21 16.0 102 ¥ 127 ¥ 11 3.99 2.06 64.5 24.1 11.7 43.4 18.6 0.655 18.2 0.735 12.0 2.07 14.0 133 ¥ 102 ¥ 15 2.84 3.17 73.1 18.8 28.7 33.5 44.1 – 10.7 0.569 21.7 5.15 19.1 133 ¥ 102 ¥ 13 2.86 3.10 62.4 16.2 23.1 28.7 35.5 – 12.8 0.572 12.6 2.98 16.0 (*) Note units are cm 6 and not dm 6 . – Indicates that no values of u and x are 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.
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) 1218 Dimensions and properties STRUCTURAL TEES CUT FROM UNIVERSAL COLUMNS DIMENSIONS Section Cut from Mass Width Depth Thickness Root Ratios for Dimension Designation Universal per of of Radius Local Buckling Column Metre Section Section Web Flange Flange Web Section B d t T r b/T d/t cx Designation kg/m mm mm mm mm mm cm 406 ¥ 178 ¥ 118 356 ¥ 406 ¥ 235 117.5 394.8 190.4 18.4 30.2 15.2 6.54 10.3 3.40 368 ¥ 178 ¥ 101 356 ¥ 368 ¥ 202 100.9 374.7 187.2 16.5 27.0 15.2 6.94 11.3 3.29 368 ¥ 178 ¥ 89 356 ¥ 368 ¥ 177 88.5 372.6 184.0 14.4 23.8 15.2 7.83 12.8 3.09 368 ¥ 178 ¥ 77 356 ¥ 368 ¥ 153 76.5 370.5 180.9 12.3 20.7 15.2 8.95 14.7 2.88 368 ¥ 178 ¥ 65 356 ¥ 368 ¥ 129 64.5 368.6 177.7 10.4 17.5 15.2 10.5 17.1 2.69 305 ¥ 152 ¥ 79 305 ¥ 305 ¥ 158 79.0 311.2 163.5 15.8 25.0 15.2 6.22 10.3 3.04 305 ¥ 152 ¥ 69 305 ¥ 305 ¥ 137 68.5 309.2 160.2 13.8 21.7 15.2 7.12 11.6 2.86 305 ¥ 152 ¥ 59 305 ¥ 305 ¥ 118 58.9 307.4 157.2 12.0 18.7 15.2 8.22 13.1 2.69 305 ¥ 152 ¥ 49 305 ¥ 305 ¥ 97 48.4 305.3 153.9 9.9 15.4 15.2 9.91 15.5 2.50 254 ¥ 127 ¥ 66 254 ¥ 254 ¥ 132 66.0 261.3 138.1 15.3 25.3 12.7 5.16 9.03 2.70 254 ¥ 127 ¥ 54 254 ¥ 254 ¥ 107 53.5 258.8 133.3 12.8 20.5 12.7 6.31 10.4 2.45 254 ¥ 127 ¥ 45 254 ¥ 254 ¥ 89 44.5 256.3 130.1 10.3 17.3 12.7 7.41 12.6 2.21 254 ¥ 127 ¥ 37 254 ¥ 254 ¥ 73 36.5 254.6 127.0 8.6 14.2 12.7 8.96 14.8 2.05 203 ¥ 102 ¥ 43 203 ¥ 203 ¥ 86 43.0 209.1 111.0 12.7 20.5 10.2 5.10 8.74 2.20 203 ¥ 102 ¥ 36 203 ¥ 203 ¥ 71 35.5 206.4 107.8 10.0 17.3 10.2 5.97 10.8 1.95 203 ¥ 102 ¥ 30 203 ¥ 203 ¥ 60 30.0 205.8 104.7 9.4 14.2 10.2 7.25 11.1 1.89 203 ¥ 102 ¥ 26 203 ¥ 203 ¥ 52 26.0 204.3 103.0 7.9 12.5 10.2 8.17 13.0 1.75 203 ¥ 102 ¥ 23 203 ¥ 203 ¥ 46 23.0 203.6 101.5 7.2 11.0 10.2 9.25 14.1 1.69 152 ¥ 76 ¥ 19 152 ¥ 152 ¥ 37 18.5 154.4 80.8 8.0 11.5 7.6 6.71 10.1 1.53 152 ¥ 76 ¥ 15 152 ¥ 152 ¥ 30 15.0 152.9 78.7 6.5 9.4 7.6 8.13 12.1 1.41 152 ¥ 76 ¥ 12 152 ¥ 152 ¥ 23 11.5 152.2 76.1 5.8 6.8 7.6 11.2 13.1 1.39
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