Steel Angles

Dimensions and static parameters of steel angles with equal legs - imperial units

steel angle

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

Size
(in x in)
Dimensions Static Parameters
Depth
h
(in)
Thickness
s
(in)
Sectional Area
(in2)
Weight
(lb/ft)
Moment of Inertia
Ix
(in4)
12 x 12 12 1 3/8 30.9 105 410.0
12 1 1/4 28.3 96.4 377.5
12 1 1/8 25.6 87.2 344.1
12 1 22.9 77.8 310.4
10 x 10 10 1 3/8 25.6 87.1 232.1
10 1 1/4 23.5 79.9 215.1
10 1 1/8 21.2 72.3 196.2
10 1 19.0 64.7 177.3
10 7/8 16.7 56.9 157.6
10 3/4 14.4 49.1 137.2
8 x 8 8 1 1/8 16.7 56.9 98.0
8 1 15.0 51.0 89.0
8 7/8 13.2 45.0 79.6
8 3/4 11.4 38.9 69.7
8 5/8 9.6 32.7 59.4
8 9/16 8.7 29.6 54.1
8 1/2 7.8 26.4 48.6
6 x 6 6 1 11.0 37.4 35.5
6 7/8 9.7 33.1 31.9
6 3/4 8.4 28.7 28.2
6 5/8 7.1 24.2 24.2
6 9/16 6.4 21.9 22.1
6 1/2 5.8 19.6 19.9
6 7/16 5.1 17.2 17.7
6 3/8 4.4 14.9 15.4
6 5/16 3.7 12.4 13.0
5 x 5 5 7/8 8.0 27.2 17.8
5 3/4 6.9 23.6 15.7
5 5/8 5.9 20.0 13.6
5 1/2 4.8 16.2 11.3
5 7/16 4.2 14.3 10.0
5 3/8 3.6 12.3 8.74
5 5/16 3.0 10.3 7.42
4 x 4 4 3/4 5.4 18.5 7.67
4 5/8 4.6 15.7 6.66
4 1/2 3.8 12.8 5.56
4 7/16 3.3 11.3 4.97
4 3/8 2.9 9.8 4.36
4 5/16 2.4 8.2 3.71
4 1/4 1.9 6.6 3.04
3 1/2 x 3 1/2 3 1/2 1/2 3.3 11.1 3.64
3 1/2 7/16 2.9 9.8 3.26
3 1/2 3/8 2.5 8.5 2.87
3 1/2 5/16 2.1 7.2 2.45
3 1/2 1/4 1.7 5.8 2.01
3 x 3 3 1/2 2.75 9.4 2.22
3 7/16 2.43 8.3 1.99
3 3/8 2.11 7.2 1.76
3 5/16 1.78 6.1 1.51
3 1/4 1.44 4.9 1.24
3 3/16 1.09 3.7 0.96
2 1/2 x 2 1/2 2 1/2 1/2 2.25 7.7 1.23
2 1/2 3/8 1.73 5.9 0.98
2 1/2 5/16 1.46 5.0 0.85
2 1/2 1/4 1.19 4.1 0.70
2 1/2 3/16 0.90 3.1 0.55
2 x 2 2 3/8 1.36 4.7 0.48
2 5/16 1.15 3.9 0.42
2 1/4 0.94 3.2 0.35
2 3/16 0.72 2.4 0.27
2 1/8 0.48 1.7 0.19
  • 1 cm4 = 10-8 m = 104 mm
  • 1 in4 = 4.16x105 mm4 = 41.6 cm4
  • 1 cm3 = 10-6 m = 103 mm

The standard method for specifying an angle is L 2 x 2 x 1/4 - indicating an angle 2 inches deep and wide - and 1/4 inches thick.

Related Topics

  • Beams and Columns - Deflection and stress, moment of inertia, section modulus and technical information of beams and columns

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