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Steel Angles - Unequal Legs

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Properties in imperial units of steel angles with unequal legs are indicated below.

For full table with Static Parameters Moment of Inertia and Section Modulus - rotate the screen!

Steel Angles - Unequal Legs - Dimensions and Static Parameters
Size
(mm x mm)		DimensionsStatic Parameters
Moment of InertiaSection Modulus
Depth
- h -
(mm)		With
- w -
(mm)		Thickness
- s -
(mm)		Sectional Area
(cm2)		Weight
(kg/m)		- Ix -
(cm4)		- Iy -
(cm4)		- Sx -
(cm3)		- Sy -
(cm3)
50 x 40 50 40 6 5.1 3.9 12.1 6.5 3.54 2.35
50 40 5 4.3 3.3 10.3 5.6 3.00 1.99
60 x 30 60 30 6 5.1 4.0 18.2 3.0 4.78 1.32
60 30 5 4.3 3.3 15.6 2.6 4.04 1.12
65 x 50 65 50 8 8.6 8.6 34.8 17.7 7.93 4.9
65 50 6 6.6 6.6 27.2 14.0 6.10 3.8
65 50 5 5.5 5.5 23.2 11.9 5.14 3.2
75 x 50 75 50 10 11.6 11.6 64 22.2 12.8 6.1
75 50 8 9.4 9.4 52 18.4 10.4 4.9
75 50 6 7.2 7.2 41 14.4 8.0 3.8
80 x 60 80 60 8 10.6 10.6 66 31.8 12.2 7.2
80 60 7 9.4 9.4 59 28.4 10.7 6.3
80 60 6 8.1 8.1 51 24.8 9.3 5.5
100 x 65 100 65 10 15.6 15.6 154 51 23.2 10.5
100 65 8 12.7 12.7 127 42 18.9 8.5
100 65 7 11.2 11.2 113 38 16.6 7.5
100 x 75 100 75 12 19.7 19.7 189 90 28.0 16.5
100 75 10 16.6 16.6 162 78 23.8 14.0
100 75 8 13.5 13.5 133 64 19.3 11.4
125 x 75 125 75 12 22.7 22.7 354 96 43.2 16.9
125 75 10 19.1 19.1 302 82 36.5 14.3
125 75 8 15.5 15.5 247 68 29.6 11.6
150 x 75 150 75 15 31.6 31.6 713 120 75 21.0
150 75 12 25.7 25.7 589 100 61 17.2
150 75 10 21.6 21.6 501 86 52 14.6
150 x 90 150 90 15 33.9 33.9 761 205 78 30.4
150 90 12 27.5 27.5 927 171 63 24.8
150 90 10 23.2 23.2 533 146 53 21.0
200 x 100 200 100 15 43 43 1758 299 137 38.4
200 100 12 34.8 34.8 1440 247 111 31.3
200 100 10 29.2 29.2 1220 210 93 26.3
200 x 150 200 150 18 60.0 60 2376 1146 174 103
200 150 15 50.5 50.5 2022 976 147 87
200 150 12 40.8 40.8 1652 803 119 71
  • 1 in = 25.4 mm
  • 1 cm4 = 10-8 m = 104 mm
  • 1 in4 = 4.16x105 mm4 = 41.6 cm4
  • 1 cm3 = 10-6 m3 = 103 mm3
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