STEEL EQUAL ANGLES
TS 908, DIN 1028, EN 10056-1 |
 |
|
Short Sign L
|
Dimension
|
between the weight point
|
Total surface area
|
Section Area 1)
|
Weight 2)
|
|
a
|
e
|
r
|
r1
|
d
|
z1
|
v1
|
S
|
F
|
G
|
|
mm
|
mm
|
mm
|
mm
|
cm
|
cm
|
cm
|
m2/m
|
cm2
|
kg/m
|
|
20x25x
|
3
|
25
|
3
|
3.5
|
1.75
|
0.72
|
1.77
|
1.02
|
0.097
|
1.42
|
1.11
|
|
4
|
4
|
0.76
|
1.08
|
1.85
|
1.45
|
|
5
|
5
|
0.80
|
1.13
|
2.26
|
1.77
|
|
30x30x
|
3
|
30
|
3
|
5
|
2.5
|
0.84
|
2.12
|
1.18
|
0.116
|
1.74
|
1.36
|
|
4
|
4
|
0.88
|
1.24
|
2.27
|
1.78
|
|
5
|
5
|
0.92
|
1.30
|
2.78
|
2.18
|
|
35x35x
|
3
|
35
|
3
|
3.5
|
1.75
|
0.72
|
2.47
|
1.36
|
0.136
|
2.04
|
1.60
|
|
4
|
4
|
0.76
|
1.42
|
2.67
|
2.09
|
|
5
|
5
|
0.80
|
1.48
|
3.28
|
2.57
|
|
40x40x
|
3
|
40
|
3
|
6
|
3
|
1.07
|
2.83
|
1.52
|
0.155
|
2.35
|
1.84
|
|
4
|
4
|
1.12
|
1.58
|
3.08
|
2.42
|
|
5
|
5
|
1.16
|
1.64
|
3.79
|
2.97
|
|
6
|
6
|
1.20
|
1.70
|
4.48
|
3.52
|
|
45x45x
|
3
|
45
|
3
|
7
|
3.5
|
1.18
|
3.18
|
1.67
|
0.174
|
2.66
|
2.09
|
|
4
|
4
|
1.23
|
1.75
|
3.49
|
2.74
|
|
5
|
5
|
1.28
|
1.81
|
4.30
|
3.38
|
|
6
|
6
|
1.32
|
1.87
|
5.09
|
4.00
|
|
50x50x
|
3
|
50
|
3
|
7
|
3.5
|
1.31
|
3.54
|
1.85
|
0.194
|
2.96
|
2.33
|
|
4
|
4
|
1.36
|
1.92
|
3.89
|
3.06
|
|
5
|
5
|
1.40
|
1.99
|
4.80
|
3.77
|
|
6
|
6
|
1.45
|
2.04
|
5.69
|
4.47
|
|
55x55x
|
(5)
|
55
|
5
|
8
|
4
|
1.52
|
3.89
|
2.15
|
0.213
|
5.32
|
4.18
|
|
(6)
|
6
|
1.56
|
2.21
|
6.31
|
4.95
|
|
(7)
|
7
|
1.60
|
2.27
|
7.28
|
5.71
|
|
60x60x
|
4
|
60
|
4
|
8
|
4
|
1.60
|
4.24
|
2.26
|
0.233
|
4.71
|
3.70
|
|
5
|
5
|
1.64
|
2.32
|
5.82
|
4.57
|
|
6
|
6
|
1.69
|
2.39
|
6.91
|
5.42
|
|
(7)
|
7
|
1.73
|
2.45
|
7.98
|
6.26
|
|
65x65x
|
(5)
|
65
|
5
|
9
|
4.5
|
1.76
|
4.60
|
2.49
|
0.252
|
6.34
|
4.98
|
|
(6)
|
6
|
1.80
|
2.55
|
7.53
|
5.91
|
|
(7)
|
7
|
1.85
|
2.62
|
8.70
|
6.83
|
|
(8)
|
8
|
1.89
|
2.67
|
9.85
|
7.73
|
|
70x70x
|
5
|
70
|
5
|
9
|
4.5
|
1.88
|
4.95
|
2.66
|
0.272
|
6.84
|
5.37
|
|
6
|
6
|
1.93
|
2.73
|
8.13
|
6.38
|
|
7
|
7
|
1.97
|
2.79
|
9.40
|
7.38
|
|
8
|
8
|
2.01
|
2.85
|
10.6
|
8.36
|
|
75x75x
|
(5)
|
75
|
5
|
10
|
5
|
1.99
|
5.30
|
2.82
|
0.291
|
7.36
|
5.78
|
|
(6)
|
6
|
2.04
|
2.89
|
8.75
|
6.87
|
|
(7)
|
7
|
2.09
|
2.95
|
10.01
|
7.94
|
|
(8)
|
8
|
2.13
|
3.01
|
11.5
|
9.03
|
|
80x80x
|
6
|
80
|
6
|
10
|
5
|
2.17
|
5.66
|
3.07
|
0.311
|
9.35
|
7.34
|
|
(7)
|
7
|
2.21
|
3.13
|
10.8
|
8.49
|
|
8
|
8
|
2.26
|
3.19
|
12.3
|
9.63
|
|
(9)
|
9
|
2.30
|
3.25
|
13.7
|
10.08
|
|
10
|
10
|
2.34
|
3.30
|
15.1
|
11.9
|
|
90x90x
|
6
|
90
|
6
|
11
|
5.5
|
2.41
|
6.36
|
3.40
|
0.351
|
10.6
|
8.30
|
|
8
|
8
|
2.50
|
3.53
|
13.9
|
10.9
|
|
(9)
|
9
|
2.54
|
3.59
|
15.5
|
12.2
|
|
10
|
10
|
2.58
|
3.65
|
17.1
|
13.4
|
|
100x100x
|
(7)
|
100
|
7
|
12
|
6
|
2.69
|
7.07
|
3.81
|
0.390
|
13.6
|
10.7
|
|
8
|
8
|
2.74
|
3.87
|
15.5
|
12.2
|
|
10
|
10
|
2.82
|
3.99
|
19.2
|
15.0
|
|
12
|
12
|
2.90
|
4.11
|
22.7
|
17.8
|
Dimensions in brakcets are not necessarily used. Outside dimensions must comple with ISO brackets.
1) Surface area =F
2) Weights: Specific weight, is calculated 7,85 kg. . Weight section, surface areas and static values are calculated acoording to dimensions shown in the table. 1=Moment of inertia, W=Moment of resistance, İ=radius of inertia belong to tilt axis.