Corus Structural Sections - Engineering Surveyor
Corus Structural Sections - Engineering Surveyor
Corus Structural Sections - Engineering Surveyor
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<strong>Structural</strong> <strong>Sections</strong> to BS4: Part 1: 1993 and BS EN10056: 1999<br />
<strong>Structural</strong> tees split from universal columns<br />
Dimensions and Properties to BS4: Part 1: 1993<br />
Properties have been calculated assuming that there is no loss of material due to splitting.<br />
x<br />
y<br />
x<br />
Cx<br />
y<br />
Radius of Gyration<br />
Axis<br />
x-x<br />
cm<br />
Axis<br />
y-y<br />
cm<br />
Flange<br />
Axis<br />
x-x<br />
cm 3<br />
Elastic Modulus<br />
Toe<br />
Axis<br />
x-x<br />
cm 3<br />
Axis<br />
y-y<br />
cm 3<br />
Plastic Modulus<br />
Axis<br />
x-x<br />
cm 3<br />
Axis<br />
y-y<br />
cm 3<br />
Monosymmetry<br />
Index<br />
Ψ<br />
Warping<br />
Constant<br />
(*)<br />
H<br />
cm 6<br />
Torsional<br />
Constant<br />
J<br />
cm 4<br />
Area<br />
of<br />
Section<br />
cm 2<br />
Mass<br />
per<br />
metre<br />
kg/m<br />
Designation<br />
Serial Size<br />
3.90<br />
7.90<br />
503<br />
115<br />
404<br />
225<br />
615<br />
0.268<br />
3650<br />
188<br />
101<br />
79.0<br />
305 x 152 x 79<br />
3.84<br />
7.83<br />
450<br />
97.7<br />
346<br />
188<br />
526<br />
0.263<br />
2340<br />
124<br />
87.2<br />
68.4<br />
305 x 152 x 69<br />
3.79<br />
7.77<br />
401<br />
82.8<br />
295<br />
156<br />
448<br />
0.262<br />
1470<br />
80.3<br />
75.1<br />
58.9<br />
305 x 152 x 59<br />
3.73<br />
7.69<br />
343<br />
66.5<br />
239<br />
123<br />
363<br />
0.258<br />
806<br />
45.5<br />
61.7<br />
48.4<br />
305 x 152 x 49<br />
3.22<br />
6.69<br />
323<br />
78.3<br />
288<br />
159<br />
439<br />
0.25<br />
2200<br />
159<br />
84.1<br />
66.0<br />
254 x 127 x 66<br />
3.15<br />
6.59<br />
276<br />
62.1<br />
229<br />
122<br />
349<br />
0.245<br />
1150<br />
85.9<br />
68.2<br />
53.5<br />
254 x 127 x 54<br />
3.04<br />
6.55<br />
237<br />
48.5<br />
190<br />
94.0<br />
288<br />
0.242<br />
660<br />
51.1<br />
56.7<br />
44.4<br />
254 x 127 x 45<br />
2.99<br />
6.48<br />
204<br />
39.2<br />
153<br />
74.0<br />
233<br />
0.236<br />
359<br />
28.8<br />
46.5<br />
36.5<br />
254 x 127 x 37<br />
2.61<br />
5.34<br />
169<br />
41.9<br />
150<br />
84.6<br />
228<br />
0.257<br />
605<br />
68.1<br />
54.8<br />
43.0<br />
203 x 102 x 43<br />
2.49<br />
5.30<br />
143<br />
31.8<br />
123<br />
63.6<br />
187<br />
0.254<br />
343<br />
40.0<br />
45.2<br />
35.5<br />
203 x 102 x 36<br />
2.53<br />
5.20<br />
129<br />
28.4<br />
100<br />
54.3<br />
153<br />
0.245<br />
195<br />
23.5<br />
38.2<br />
30.0<br />
203 x 102 x 30<br />
2.46<br />
5.18<br />
115<br />
23.4<br />
87.0<br />
44.5<br />
132<br />
0.243<br />
128<br />
15.8<br />
33.1<br />
26.0<br />
203 x 102 x 26<br />
2.45<br />
5.13<br />
105<br />
20.9<br />
76.0<br />
39.0<br />
115<br />
0.242<br />
87.2<br />
11.0<br />
29.4<br />
23.0<br />
203 x 102 x 23<br />
1.99<br />
3.87<br />
60.7<br />
14.2<br />
45.7<br />
27.1<br />
69.8<br />
0.277<br />
44.9<br />
9.54<br />
23.5<br />
18.5<br />
152 x 76 x 19<br />
1.94<br />
3.83<br />
51.4<br />
11.2<br />
36.7<br />
20.9<br />
55.8<br />
0.269<br />
23.7<br />
5.24<br />
19.1<br />
15.0<br />
152 x 76 x 15<br />
2.00<br />
3.70<br />
41.9<br />
9.41<br />
26.3<br />
16.9<br />
40.1<br />
0.278<br />
9.78<br />
2.30<br />
14.6<br />
11.5<br />
152 x 76 x 12<br />
(*) Note, units are cm 6 and not dm 6 .<br />
Values of u and x are not given as lateral torsional buckling due to bending about the x - x axis is not possible, this is because the second moment of area<br />
about the y - y exceeds the second moment of area about the x - x axis.<br />
<strong>Corus</strong> Construction & Industrial 23
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