MILD STEEL EQUAL ANGLES

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TECHNICAL SPECIFICATIONS:

MILD STEEL EQUAL ANGLES
DIMENSION & PROPERTIES AS PER ISI SPECIFICATION IS: 2062-2006
Size Thickness Sectional Area Weight/Meter) Centre of Gravity Moments of Inertia
A*B t a w Cxx=Cyy Ixx=Iyy
(mm*mm) mm (cm2) (kg) (cm) (cm4)
25*25 3
4
5
1.41
1.84
2.25
1.10
1.40
1.80
0.71
0.75
0.79
0.80
1.00
1.20
30*30 3
4
5
1.73
2.26
2.77
1.40
1.80
2.20
0.83
0.87
0.9
1.40
1.80
2.10
35*35 3
4
5
6
2.03
2.66
3.27
3.86
1.60
2.10
2.60
3.00
0.95
1.00
1.04
1.08
2.30
2.90
3.50
4.10
40*40 3
4
5
6
2.34
3.07
3.78
4.47
1.80
2.40
3.00
3.50
1.08
1.12
1.16
1.20
3.40
4.50
5.40
6.30
45*45 3
4
5
6
2.64
3.47
4.28
5.07
2.10
2.70
3.40
4.00
1.02
1.25
1.29
1.33
5.00
6.50
7.90
9.20
50*50 3
4
5
6
2.95
3.88
4.79
5.68
2.30
3.00
3.80
4.50
1.32
1.37
1.41
1.45
6.90
9.10
11.00
12.90
65*65 5
6
8
10
6.25
7.44
9.76
12
4.90
5.80
7.70
9.40
1.77
1.81
1.89
1.97
24.70
29.10
37.40
45.00
Size Thickness Sectional Area Weight/Meter) Centre of Gravity Moments of Inertia
A*B t a w Cxx=Cyy Ixx=Iyy
(mm*mm) mm (cm2) (kg) (cm) (cm4)
75*75 5
6
8
10
7.27
8.66
11.38
14.02
5.70
6.80
8.90
11.00
2.02
2.06
2.14
2.22
38.70
45.70
59.00
71.40
90*90 6
8
10
12
10.47
13.79
17.03
20.19
8.20
10.80
13.40
15.80
2.42
2.51
2.59
2.66
80.10
104.20
126.70
147.90
130*130 8
10
12
16
20.22
25.06
29.82
36.81
15.90
19.70
23.50
28.90
3.50
3.58
3.66
3.78
328.30
402.70
473.80
574.60
150*150 10
12
16
20
29.03
34.59
42.78
50.79
22.80
27.20
35.80
44.10
4.06
4.14
4.26
4.38
622.40
735.40
896.80
1084.90
200*200 12
16
20
46.61
57.8
68.81
36.60
48.50
60.00
5.36
5.49
5.61
1788.90
2197.70
2588.70