AISC L-Shapes: Dimensions and Section Properties

Browse AISC equal- and unequal-leg angles. Compare leg sizes, thickness and section properties in imperial or metric units.

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AISC Shapes Database v16.0 · 2,299 sections

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Showing the most relevant 75 sections.

AISC L dimensions and section properties in imperial units
Designation Weight (lb/ft) Depth, d (in) Width (in) Area (in²) Ix (in⁴) Sx (in³)
L12x12x1 77.8 12 12 23 315 36.5
L12x12x1-1/8 87.2 12 12 25.8 350 40.7
L12x12x1-1/4 96.4 12 12 28.4 381 44.6
L12x12x1-3/8 105 12 12 31.1 413 48.6
L10x10x3/4 49.1 10 10 14.5 139 19.2
L10x10x7/8 56.9 10 10 16.8 158 21.9
L10x10x1 64.7 10 10 19 177 24.8
L10x10x1-1/8 72.3 10 10 21.3 196 27.6
L10x10x1-1/4 79.9 10 10 23.4 213 30.2
L10x10x1-3/8 87.1 10 10 25.6 231 33
L8x8x1/2 26.4 8 8 7.84 48.8 8.36
L8x8x9/16 29.6 8 8 8.77 54.2 9.33
L8x8x5/8 32.7 8 8 9.69 59.6 10.3
L8x8x3/4 38.9 8 8 11.5 69.9 12.2
L8x8x7/8 45 8 8 13.3 79.7 14
L8x8x1 51 8 8 15.1 89.1 15.8
L8x8x1-1/8 56.9 8 8 16.8 98.1 17.5
L6x6x5/16 12.4 6 6 3.67 13 2.95
L6x6x3/8 14.9 6 6 4.38 15.4 3.51
L6x6x7/16 17.2 6 6 5.08 17.6 4.06
L6x6x1/2 19.6 6 6 5.77 19.9 4.59
L8x6x7/16 20.2 6 8 5.99 39.3 7.06
L6x6x9/16 21.9 6 6 6.45 22 5.12
L8x6x1/2 23 6 8 6.8 44.4 8.01
L6x6x5/8 24.2 6 6 7.13 24.1 5.64
L8x6x9/16 25.7 6 8 7.61 49.4 8.94
L8x6x5/8 28.5 6 8 8.41 54.2 9.86
L6x6x3/4 28.7 6 6 8.46 28.1 6.64
L6x6x7/8 33.1 6 6 9.75 31.9 7.61
L8x6x3/4 33.8 6 8 9.99 63.5 11.7
L6x6x1 37.4 6 6 11 35.4 8.55
L8x6x7/8 39.1 6 8 11.5 72.4 13.4
L8x6x1 44.2 6 8 13.1 80.9 15.1
L5x5x5/16 10.3 5 5 3.07 7.44 2.04
L5x5x3/8 12.3 5 5 3.65 8.76 2.41
L5x5x7/16 14.3 5 5 4.22 10 2.78
L5x5x1/2 16.2 5 5 4.79 11.3 3.15
L5x5x5/8 20 5 5 5.9 13.6 3.85
L5x5x3/4 23.6 5 5 6.98 15.7 4.52
L5x5x7/8 27.2 5 5 8 17.8 5.16
L4x4x1/4 6.6 4 4 1.93 3 1.03
L4x4x5/16 8.2 4 4 2.4 3.67 1.27
L4x4x3/8 9.8 4 4 2.86 4.32 1.5
L6x4x5/16 10.3 4 6 3.03 11.4 2.77
L4x4x7/16 11.3 4 4 3.3 4.93 1.73
L6x4x3/8 12.3 4 6 3.61 13.4 3.3
L4x4x1/2 12.8 4 4 3.75 5.52 1.96
L7x4x3/8 13.6 4 7 4 20.5 4.42
L6x4x7/16 14.3 4 6 4.18 15.4 3.81
L4x4x5/8 15.7 4 4 4.61 6.62 2.38
L7x4x7/16 15.7 4 7 4.63 23.6 5.11
L6x4x1/2 16.2 4 6 4.75 17.3 4.31
L8x4x7/16 17.2 4 8 5.11 34.2 6.59
L7x4x1/2 17.9 4 7 5.26 26.6 5.79
L6x4x9/16 18.1 4 6 5.31 19.2 4.81
L4x4x3/4 18.5 4 4 5.44 7.62 2.79
L8x4x1/2 19.6 4 8 5.8 38.6 7.48
L6x4x5/8 20 4 6 5.86 21 5.29
L8x4x9/16 21.9 4 8 6.49 42.9 8.34
L7x4x5/8 22.1 4 7 6.5 32.4 7.12
L6x4x3/4 23.6 4 6 6.94 24.5 6.23
L8x4x5/8 24.2 4 8 7.16 47 9.2
L7x4x3/4 26.2 4 7 7.74 37.8 8.39
L6x4x7/8 27.2 4 6 8 27.7 7.13
L8x4x3/4 28.7 4 8 8.49 55 10.9
L8x4x7/8 33.1 4 8 9.79 62.6 12.5
L8x4x1 37.4 4 8 11.1 69.7 14
L3-1/2x3-1/2x1/4 5.8 3.5 3.5 1.7 2 0.787
L4x3-1/2x1/4 6.2 3.5 4 1.82 2.89 1.01
L5x3-1/2x1/4 7 3.5 5 2.07 5.36 1.55
L3-1/2x3-1/2x5/16 7.2 3.5 3.5 2.1 2.44 0.969
L4x3-1/2x5/16 7.7 3.5 4 2.25 3.53 1.25
L3-1/2x3-1/2x3/8 8.5 3.5 3.5 2.5 2.86 1.15
L5x3-1/2x5/16 8.7 3.5 5 2.56 6.58 1.92
L4x3-1/2x3/8 9.1 3.5 4 2.68 4.15 1.48
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Family overview

What are AISC Angles?

AISC L-shapes are single angles used for bracing, connections and built-up members. Equal-leg and unequal-leg angles are listed with leg lengths and thickness. Principal axes for angles do not always align with the geometric legs, so property interpretation and connection eccentricity matter. This hub filters the finder to angles for comparison, charts and calculator handoff when a beam-style model is useful.

Designations

Understanding Angles designations

L4×4×1/2

Angle designations list leg lengths and thickness, such as L4×4×1/2 for equal 4 in legs with 1/2 in thickness. Unequal-leg angles list both leg sizes before thickness.

Nominal depth series

Browse by series

Use these series labels to filter the finder table above.

Properties

Angles properties explained

These properties are especially relevant when comparing Angles. View the complete property glossary.

Symbol Property Units Why it matters
Weight Weight lb/ft, kg/m Mass per unit length; used for self-weight and economy comparisons
Width Leg length (shorter) in, mm Overall width (angle leg or HSS side)
Height Leg length (longer) in, mm Overall depth and clearance
t Leg thickness in, mm Leg thickness for angles
A Cross-sectional area in², mm² Total steel cross-sectional area
Ix Moment of inertia (x) in⁴, mm⁴ Major-axis flexural stiffness
Iy Moment of inertia (y) in⁴, mm⁴ Minor-axis flexural stiffness
Sx Elastic section modulus (x) in³, mm³ Elastic bending property about the x-axis
Sy Elastic section modulus (y) in³, mm³ Elastic bending property about the y-axis
Zx Plastic section modulus (x) in³, mm³ Plastic bending property about the x-axis
Zy Plastic section modulus (y) in³, mm³ Plastic bending property about the y-axis
rx Radius of gyration (x) in, mm Strong-axis radius of gyration
ry Radius of gyration (y) in, mm Weak-axis radius of gyration and lateral stability relevance
J Torsional constant in⁴, mm⁴ Torsional constant
Cw Warping constant in⁶, mm⁶ Warping constant for lateral-torsional behaviour

Library summary

Computed Angles summary

The current AISC Angles library contains 137 sections across 11 nominal-depth series. Published weights range from 1.65 to 105.00 lb/ft , and actual depths range from 1.50 to 12.00 inches .

Lightest section
L2X2X1/8
Heaviest section
L12X12X1-3/8
Ix range
0.19413.00 in⁴
Sx range
0.1348.60 in³

Selection

How to compare Angles

  • Match both leg lengths and thickness to the connection or brace detail.
  • Compare area and radii of gyration for compression members.
  • Account for eccentricity and orientation in the design model.
  • Do not select by thickness alone when leg length controls the fit.

Related families

Related AISC families

Beam calculator

Analyze this family in Optimal Beam

Select any angle and load available geometric properties into Optimal Beam when that analysis path is relevant.

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Source: AISC Shapes Database v16.0 · Verified July 2026 · View methodology

Questions & answers

Angles FAQs

How are AISC angles designated?

Angles list leg lengths and thickness, for example L4×4×3/8 or L5×3×1/2 for unequal legs.

What is the difference between equal-leg and unequal-leg angles?

Equal-leg angles have matching leg lengths. Unequal-leg angles have different leg lengths and are common where one leg must fit a different connection width.

Which properties matter for angles?

Leg sizes, thickness, area and radii of gyration are commonly reviewed. Principal-axis properties matter for buckling and orientation-sensitive checks.

Can I analyze an angle in Optimal Beam?

You can load the section’s published geometric and section properties into the calculator when a beam-model check is appropriate for your use case.