Corus Structural Sections - Engineering Surveyor

Structural Sections to BS4: Part 1: 1993 and BS EN10056: 1999
y
Structural tees split from universal beams
Dimensions and Properties to BS4: Part 1: 1993
Properties have been calculated assuming that there is no loss of material due to splitting.
x
x
Cx
y
Radius of
Gyration
Axis
x-x
cm
Axis
y-y
cm
Axis
Flange
x-x
cm 3
Elastic Modulus
Axis
Toe
x-x
cm 3
Axis
y-y
cm 3
Plastic
Modulus
Axis
x-x
cm 3
Axis
y-y
cm 3
Buckling
Parameter
u
Torsional
Index
x
Monosymmetry
Index
Ψ
Warping
Constant
(*)
H
cm 6
Torsional
Constant
J
cm 4
Area
of
Section
cm 2
Mass
per
metre
kg/m
Designation
Serial Size
6.06
4.04
365
109
86.1
194
133
0.555
13.8
0.696
350
31.3
47.2
37.1
178 x 203 x 37
6.07
3.99
332
100
76.3
177
118
0.561
15.2
0.698
262
23.0
42.8
33.5
178 x 203 x 34
6.04
3.97
301
89.0
67.6
157
104
0.561
16.9
0.699
186
16.6
38.3
30.0
178 x 203 x 30
6.13
3.85
268
84.6
57.5
150
89.1
0.588
19.2
0.705
146
11.5
34.5
27.0
178 x 203 x 27
6.19
3.03
224
74.2
37.8
132
59.0
0.633
19.5
0.740
93.7
9.49
29.3
23.0
140 x 203 x 23
6.28
2.87
184
67.2
28.9
121
45.4
0.668
23.8
0.750
66.3
5.33
24.8
19.5
140 x 203 x 20
5.20
3.99
288
81.5
78.6
145
121
0.500
12.2
0.672
249
27.8
42.7
33.5
171 x 178 x 34
5.21
3.91
248
70.9
64.4
125
99.4
0.514
14.4
0.676
154
16.6
36.3
28.5
171 x 178 x 29
5.21
3.86
224
63.9
56.5
113
87.1
0.521
16.1
0.677
110
11.9
32.4
25.5
171 x 178 x 26
5.28
3.76
197
59.1
47.4
104
73.3
0.546
18.4
0.683
79.2
7.90
28.7
22.5
171 x 178 x 23
5.41
2.68
164
55.0
28.4
98.0
44.5
0.632
17.6
0.739
57.1
7.53
24.9
19.5
127 x 178 x 20
5.45
2.58
137
48.6
22.3
87.2
35.1
0.655
21.1
0.746
38
4.38
21.1
16.5
127 x 178 x 17
4.32
3.93
200
52.2
63.7
92.8
97.8
0.389
11.8
0.636
128
17.3
34.4
27.0
165 x 152 x 27
4.27
3.91
174
43.7
54.1
77.1
82.8
0.380
13.6
0.636
78.6
11.1
29.4
23.0
165 x 152 x 23
4.27
3.86
155
38.6
46.3
67.6
70.9
0.393
15.5
0.638
52
7.35
25.7
20.1
165 x 152 x 20
4.65
2.74
168
57.1
36.8
102
58.0
0.602
11.7
0.714
104
15.8
30.6
24.0
127 x 152 x 24
4.63
2.70
148
49.9
31.3
88.9
49.2
0.606
13.3
0.716
69.2
10.5
26.7
20.9
127 x 152 x 21
4.61
2.67
132
43.8
27.2
77.9
42.7
0.606
14.9
0.718
47.4
7.36
23.6
18.5
127 x 152 x 19
4.82
2.15
118
42.3
19.0
75.8
30.0
0.656
15.8
0.749
36.8
6.08
20.9
16.4
102 x 152 x 17
4.84
2.08
100
37.4
15.3
67.5
24.2
0.673
18.7
0.756
25.2
3.69
17.9
14.1
102 x 152 x 14
4.88
1.97
85.0
34.8
12.1
63.9
19.4
0.705
21.8
0.766
20.4
2.37
15.8
12.4
102 x 152 x 13
3.54
3.52
130
33.2
46.0
59.5
70.5
0.202
10.6
0.613
64.9
11.9
27.4
21.5
146 x 127 x 22
3.52
3.48
115
28.5
39.0
50.7
59.7
0.233
12.2
0.616
41
7.65
23.6
18.5
146 x 127 x 19
3.61
3.36
97.4
26.2
30.6
46.0
47.1
0.376
14.8
0.623
24.5
4.26
19.8
15.5
146 x 127 x 16
3.92
2.22
85.5
28.3
17.5
50.4
27.4
0.607
13.8
0.720
21
4.77
18.0
14.1
102 x 127 x 14
3.95
2.15
75.3
26.2
14.6
46.9
23.0
0.628
15.8
0.727
15.9
3.20
16.0
12.6
102 x 127 x 13
3.99
2.06
64.5
24.1
11.7
43.5
18.6
0.656
18.2
0.735
12
2.06
14.0
11.0
102 x 127 x 11
2.84
3.17
73.1
18.8
28.7
33.5
44.1
–
10.7
0.569
21.7
5.13
19.1
15.0
133 x 102 x 15
2.86
3.10
62.4
16.2
23.1
28.7
35.5
–
12.8
0.572
12.6
2.97
16.0
12.5
133 x 102 x 13
- indicates that no u and x are given as there is no possibility of lateral torsional buckling due to bending about the x-x axis because the second moment of
area about y-y axis exceeds the second moment of area about x-x axis.
(*) Note, units are cm 6 and not dm 6 .
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