Steel Angle Size Chart: Dimensions, Weight & Standards Guide

Nov 04, 2026

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Michael Brown
Michael Brown
Michael Brown is a sales representative of Xi'an Dongmeng Group Co., Ltd. He has excellent communication skills and a wide network of contacts in the international steel market. He is committed to serving distributors, manufacturers, and engineering projects globally, helping them find the most suitable steel products.

1. What Is a Steel Angle?

A steel angle, also known as an angle bar, angle iron, L angle, or structural steel angle, is a structural steel section consisting of two perpendicular legs forming an L-shaped cross-section.

Steel angles are widely used in industrial construction, structural bracing, equipment supports, steel framing, transmission towers, infrastructure, machinery manufacturing, and general metal fabrication.

Steel angles are available in different leg dimensions, thicknesses, material grades, and manufacturing standards.

The two main types are:

Equal Leg Steel Angles: Both legs have the same nominal length.

Unequal Leg Steel Angles: The two legs have different nominal lengths.

For engineering and procurement purposes, steel angles are generally designated by their leg dimensions and thickness.

For example:

L50×50×5 mm

This represents an equal-leg steel angle with two 50 mm legs and a nominal thickness of 5 mm.

L75×50×6 mm

This represents an unequal-leg steel angle with one 75 mm leg, one 50 mm leg, and a nominal thickness of 6 mm.

A steel angle size chart provides essential information about nominal dimensions, cross-sectional area, unit mass, and applicable specifications.

These parameters are important for structural calculations, material takeoffs, fabrication planning, transportation estimates, and international purchasing.

Xi'an Dongmeng Group Co., Ltd. supplies structural steel angles and related steel profiles for global B2B customers, including EPC contractors, steel distributors, structural fabricators, machinery manufacturers, and industrial procurement companies.

This guide explains standard steel angle dimensions, theoretical weights, international specifications, calculation methods, and important procurement considerations.

2. How to Read Steel Angle Dimensions

Understanding steel angle dimensions is essential before selecting materials from a standard size chart.

A structural steel angle is defined by its two leg lengths, nominal thickness, and cross-sectional geometry.

Steel Angle Dimension Symbols

Symbol Parameter Description
a First Leg Length Outside dimension of one leg
b Second Leg Length Outside dimension of the other leg
t Nominal Thickness Thickness of the angle legs
r1 Root Radius Internal corner radius
r2 Toe Radius Radius at the outside leg edges
A Cross-Sectional Area Nominal area of the steel section
M Unit Mass Theoretical weight per unit length
Ix Second Moment of Area Section property about the x-axis
Iy Second Moment of Area Section property about the y-axis
rx Radius of Gyration Radius of gyration about the x-axis
ry Radius of Gyration Radius of gyration about the y-axis

Symbols and axis conventions can vary between dimensional standards and section-property databases.

For unequal angles, the longer leg is commonly identified first.

Example 1: Equal Angle L75×75×6

Parameter Value
Product Equal Leg Steel Angle
Leg A 75 mm
Leg B 75 mm
Thickness 6 mm
Cross-Section Equal-Leg L Shape
Nominal Weight 6.85 kg/m
Dimensional Reference EN 10056-1

Example 2: Unequal Angle L100×75×8

Parameter Value
Product Unequal Leg Steel Angle
Longer Leg 100 mm
Shorter Leg 75 mm
Thickness 8 mm
Cross-Section Unequal-Leg L Shape
Nominal Weight 10.6 kg/m
Dimensional Reference EN 10056-1

Important: The leg dimensions alone do not identify the complete structural properties of an angle.

Even when two products have identical nominal leg dimensions, differences in manufacturing standards and corner radii may produce different nominal masses and section properties.

3. Equal Angle Size Chart - Dimensions and Weight per Meter

Equal-leg steel angles have two legs of identical nominal length.

They are commonly used in structural bracing, steel frames, support brackets, platforms, towers, and industrial fabrication.

European hot-rolled equal-leg steel angles are dimensionally standardized under EN 10056-1.

Equal Leg Steel Angle Dimensions and Weight Chart

Angle Size (mm) Leg A (mm) Leg B (mm) Thickness (mm) Weight (kg/m)
20×20×3 20 20 3 0.88
25×25×3 25 25 3 1.12
30×30×3 30 30 3 1.36
30×30×4 30 30 4 1.78
40×40×3 40 40 3 1.84
40×40×4 40 40 4 2.42
40×40×5 40 40 5 2.97
50×50×4 50 50 4 3.06
50×50×5 50 50 5 3.77
50×50×6 50 50 6 4.47
60×60×5 60 60 5 4.57
60×60×6 60 60 6 5.42
60×60×8 60 60 8 7.09
70×70×6 70 70 6 6.38
75×75×6 75 75 6 6.85
75×75×8 75 75 8 8.99
80×80×6 80 80 6 7.34
80×80×8 80 80 8 9.63
90×90×8 90 90 8 10.90
100×100×8 100 100 8 12.20
100×100×10 100 100 10 15.00
100×100×12 100 100 12 17.80
120×120×10 120 120 10 18.20
120×120×12 120 120 12 21.60
150×150×10 150 150 10 23.00
150×150×12 150 150 12 27.30
150×150×15 150 150 15 33.80
200×200×16 200 200 16 48.50
200×200×20 200 200 20 59.90

Reference: European equal-angle section tables based on EN 10056-1 dimensions.

Technical Notes:

The weights shown are nominal theoretical values.

Actual section mass may vary within the applicable manufacturing tolerances.

These values should not automatically be applied to GB or other regional angle series.

The availability of individual sizes depends on the rolling mill and supplier.

For structural calculations, use the complete section properties from the appropriate standard or verified section database.

Example: L50×50×5 Steel Angle

A 50×50×5 mm equal angle has:

First leg: 50 mm

Second leg: 50 mm

Nominal thickness: 5 mm

Nominal weight: 3.77 kg/m

For a 6-meter length:

3.77 × 6 = 22.62 kg

For 100 pieces:

22.62 × 100 = 2,262 kg

Total theoretical weight: 2.262 metric tonnes

The calculation can be used for preliminary quantity estimates and steel procurement planning.

4. Unequal Angle Size Chart - Dimensions and Weight

Unequal-leg steel angles have two legs of different lengths.

These sections may be suitable for applications where the connection geometry, available installation space, or structural design requires different leg dimensions.

Unequal angles are used in:

Structural bracing

Industrial steel frames

Machinery supports

Steel connection assemblies

Equipment platforms

Structural reinforcement

Tower and infrastructure construction

Unequal Leg Steel Angle Dimensions and Weight Chart

Angle Size (mm) Long Leg (mm) Short Leg (mm) Thickness (mm) Weight (kg/m)
60×30×5 60 30 5 3.36
60×30×6 60 30 6 4.00
65×50×6 65 50 6 5.18
65×50×8 65 50 8 6.76
75×50×6 75 50 6 5.65
75×50×8 75 50 8 7.39
80×60×6 80 60 6 6.34
80×60×8 80 60 8 8.32
100×65×7 100 65 7 8.77
100×65×8 100 65 8 9.94
100×75×8 100 75 8 10.60
100×75×10 100 75 10 13.00
125×75×8 125 75 8 12.20
125×75×10 125 75 10 15.00
150×75×10 150 75 10 17.00
150×90×10 150 90 10 18.20
150×90×12 150 90 12 21.60
200×100×10 200 100 10 23.00
200×100×12 200 100 12 27.30
200×150×12 200 150 12 32.00

Reference: Published European unequal-angle section tables based on EN 10056 dimensions.

These are nominal reference masses. The specified standard edition and accepted section data should be confirmed for each engineering project.

Example: L75×50×6

For an unequal angle:

75×50×6 mm

The nominal weight is:

5.65 kg/m

For a 12-meter length:

5.65 × 12 = 67.8 kg

For 40 pieces:

67.8 × 40 = 2,712 kg

Total theoretical weight: 2.712 metric tonnes

Equal Angle vs Unequal Angle

Comparison Equal Angle Unequal Angle
Leg Dimensions Identical Different
Cross-Section Equal-Leg L Unequal-Leg L
Geometric Symmetry Symmetric about the angle bisector No equal-leg symmetry
Typical Applications Bracing, frames, brackets Bracing, connections, specialized supports
Section Properties Based on equal-leg geometry Based on unequal-leg geometry
Connection Design Project-specific Project-specific
Structural Interchangeability Requires verification Requires verification

An unequal angle is not automatically stronger or weaker than an equal angle.

Structural performance depends on the complete cross-sectional properties, steel grade, loading direction, connection configuration, and member stability.

5. American Standard Steel Angle Size Chart - AISC

American structural steel angles are generally designated using imperial dimensions.

The standard naming format is:

L × Long Leg × Short Leg × Thickness

For example:

L4×4×1/4

This indicates:

L: Structural steel angle

First leg: 4 inches

Second leg: 4 inches

Thickness: 1/4 inch

Because both legs have equal dimensions, this is an equal-leg angle.

An unequal-leg example is:

L6×4×3/8

This has:

Long leg: 6 inches

Short leg: 4 inches

Nominal thickness: 3/8 inch

AISC Steel Angle Dimensions and Weight Chart

AISC Designation Leg A (in) Leg B (in) Thickness (in) Weight (lb/ft) Weight (kg/m)
L2×2×1/8 2 2 0.125 1.65 2.46
L2×2×1/4 2 2 0.250 3.19 4.75
L3×3×1/4 3 3 0.250 4.90 7.29
L3×3×1/2 3 3 0.500 9.40 13.99
L4×4×1/4 4 4 0.250 6.60 9.82
L4×4×3/8 4 4 0.375 9.80 14.58
L4×4×1/2 4 4 0.500 12.80 19.05
L4×3×1/4 4 3 0.250 5.80 8.63
L4×3×3/8 4 3 0.375 8.50 12.65
L5×3×1/4 5 3 0.250 6.60 9.82
L6×4×3/8 6 4 0.375 12.30 18.30
L6×6×1/2 6 6 0.500 19.60 29.17
L8×6×1/2 8 6 0.500 23.00 34.23
L8×8×1/2 8 8 0.500 26.40 39.29

Data Reference: AISC Shapes Database v16.0.

Metric masses are converted from nominal imperial section weights and rounded to two decimal places.

Example: L4×4×1/4

The nominal weight is:

6.6 lb/ft

For a 20-foot length:

6.6 × 20 = 132 lb

Metric conversion:

132 × 0.453592 = 59.87 kg

Therefore, one 20-foot L4×4×1/4 angle has a theoretical mass of approximately:

59.87 kg

Important: AISC Size Does Not Define the Steel Grade

An AISC section designation identifies the structural profile dimensions.

It does not automatically specify the material grade.

For example:

L4×4×1/4 may be ordered with an applicable material grade such as ASTM A36, subject to the project requirements and mill availability.

The correct material specification must be stated separately.

6. Chinese Standard Steel Angle Sizes - GB/T 706

Chinese hot-rolled steel angles are commonly manufactured according to GB/T 706.

This standard covers dimensional and related requirements for hot-rolled structural steel sections.

Steel angles are generally classified into equal-leg and unequal-leg sections.

Common material grades include:

Q235B

Q355B

Other grades permitted by the applicable material specification

The choice of material grade is determined by structural design and project requirements.

Selected GB Equal Angle Sizes

GB Angle Size Leg A (mm) Leg B (mm) Thickness (mm) Nominal Weight (kg/m)
20×20×3 20 20 3 0.89
25×25×3 25 25 3 1.12
30×30×3 30 30 3 1.37
40×40×4 40 40 4 2.42
50×50×5 50 50 5 3.77
75×75×6 75 75 6 6.91

Reference: GB/T 706-2016. Masses are rounded reference values.

Why GB and EN Theoretical Weights May Differ

Consider the following example:

Standard Series Section Nominal Mass
EN 10056 reference 75×75×6 mm 6.85 kg/m
GB/T 706 reference 75×75×6 mm Approximately 6.91 kg/m

Although both products are designated 75×75×6 mm, the nominal masses are not identical.

This difference can arise from standardized section geometry, including internal radii and related sectional dimensions.

For international procurement, steel angle sections should not be assumed to have identical properties based only on nominal leg dimensions.

When a Chinese-manufactured steel angle is proposed for an EN or ASTM project, the supplier should confirm the applicable dimensional standard and provide sufficient technical information for engineering review.

7. Japanese JIS Steel Angle Sizes

Japanese hot-rolled structural steel angles are dimensionally specified under JIS G 3192.

This standard addresses dimensions, shape, mass, and permissible variations of hot-rolled steel sections.

The current published edition is JIS G 3192:2024.

Common material standards include:

JIS G 3101 - General Structural Rolled Steel

JIS G 3106 - Rolled Steels for Welded Structure

Typical material grade designations include SS400 and applicable SM-series grades.

Selected JIS Equal Angle Sizes

Angle Size Leg Dimensions Thickness Nominal Weight
L40×40×3 40×40 mm 3 mm 1.83 kg/m
L50×50×5 50×50 mm 5 mm 3.77 kg/m
L75×75×6 75×75 mm 6 mm 6.85 kg/m
L100×100×10 100×100 mm 10 mm 15.00 kg/m

These values are commonly published JIS section reference masses. Buyers should verify the edition, complete dimensions, and availability before ordering.

JIS Angle Procurement Example

A professional purchasing description may be written as:

Product: Hot-Rolled Equal Angle

Size: L75×75×6 mm

Material: SS400

Dimensions: JIS G 3192

Material Specification: JIS G 3101

Length: 6,000 mm

Quantity: 200 pieces

Documentation: Mill Test Report

This description provides more useful information than simply requesting "75 mm angle iron."

8. International Steel Angle Standards Comparison

Different markets use different standards to define steel angle dimensions, materials, and manufacturing requirements.

Understanding these differences is important for international buyers.

Steel Angle Standards Reference Table

Region Dimensional Standard Material Standard Common Grades
United States ASTM A6/A6M; AISC Section Data ASTM A36/A36M A36
United States ASTM A6/A6M; AISC Section Data ASTM A572/A572M Grade 50
Europe EN 10056-1 EN 10025-2 S235JR
Europe EN 10056-1 EN 10025-2 S275JR
Europe EN 10056-1 EN 10025-2 S355JR, S355J2
Japan JIS G 3192 JIS G 3101 SS400
Japan JIS G 3192 JIS G 3106 Applicable SM grades
China GB/T 706 GB/T 700 Q235B
China GB/T 706 GB/T 1591 Q355B

Dimensional Standards vs Material Standards

An important distinction must be made between dimensional requirements and material requirements.

Dimensional standards establish the profile geometry and related dimensional requirements.

Material standards establish technical requirements such as chemical composition, mechanical properties, testing, and delivery conditions.

For example:

EN 10056-1 defines nominal dimensions for hot-rolled equal-leg and unequal-leg structural steel angles.

EN 10025-2 defines technical delivery conditions for specified non-alloy structural steel grades.

Both types of specifications may be required to establish a complete procurement description.

Are ASTM A36, S235JR, SS400 and Q235B Equivalent?

These grades are frequently compared because they are widely used in general structural steel applications.

However, they are not universally interchangeable.

Their requirements may differ in:

Chemical composition

Mechanical properties

Thickness-dependent yield strength

Impact toughness

Weldability considerations

Product delivery requirements

Material certification

A proposed substitution should be evaluated against the applicable design code, product specification, and project requirements.

9. How to Calculate Steel Angle Weight

Accurate angle weight calculations are essential for material takeoffs, procurement planning, transportation estimates, and fabrication management.

The preferred calculation method depends on whether a verified section mass or cross-sectional area is available.

Method 1: Calculate Weight from the Standard Size Chart

For standardized rolled steel angles:

Total Weight (kg) = Unit Weight (kg/m) × Length (m) × Quantity

Where:

Unit Weight = Nominal mass per meter

Length = Length of each angle

Quantity = Number of pieces

Example: 75×75×6 mm Equal Angle

Project requirements:

Parameter Value
Angle Size 75×75×6 mm
Nominal Unit Weight 6.85 kg/m
Member Length 6 m
Quantity 100 pieces

Weight per piece:

6.85 × 6 = 41.10 kg

Total weight:

41.10 × 100 = 4,110 kg

Total theoretical weight: 4.11 metric tonnes

This calculation uses the EN-based nominal mass in the preceding size chart.

Method 2: Calculate Weight from Cross-Sectional Area

For a section with a known cross-sectional area:

Weight per Meter (kg/m) = Area (mm²) × 0.00785

The calculation assumes a nominal steel density of:

7,850 kg/m³

Example

Assume the nominal cross-sectional area is:

1,500 mm²

Then:

1,500 × 0.00785 = 11.775 kg/m

For a 6-meter length:

11.775 × 6 = 70.65 kg

The theoretical weight is approximately 70.65 kg per piece.

Method 3: Simplified Steel Angle Weight Formula

For preliminary geometric estimation:

Weight (kg/m) ≈ 0.00785 × t × (a + b − t)

Where:

a = First leg length in mm

b = Second leg length in mm

t = Thickness in mm

This formula treats the angle as two intersecting rectangles with a uniform thickness.

Example: 50×50×5 mm Angle

Weight:

0.00785 × 5 × (50 + 50 − 5)

= 3.72875 kg/m

The simplified calculated value is approximately:

3.73 kg/m

However, the EN nominal section mass is approximately:

3.77 kg/m

Why Do the Two Results Differ?

Actual hot-rolled angles are not formed from perfect rectangles.

Their cross-sections include:

Internal corner radii

Rounded flange ends

Standardized rolling geometry

These features affect the cross-sectional area and theoretical mass.

Therefore, the simplified formula should be used only for preliminary estimates.

For engineering and commercial purchasing calculations, use the nominal section mass published for the specified standard.

10. Steel Angle Weight per Meter and per Foot

Steel buyers may encounter metric and imperial units in international procurement documents.

The most common conversions are:

1 kg/m = 0.67197 lb/ft

1 lb/ft = 1.48816 kg/m

Example: L4×4×1/4

The nominal AISC weight is:

6.6 lb/ft

Converting to metric:

6.6 × 1.48816 = 9.82 kg/m

For 6 meters:

9.82 × 6 ≈ 58.92 kg

For more precise calculations, use the unrounded converted unit mass.

Why Unit Conversion Matters

International EPC projects may include material lists using:

Millimeters

Inches

Meters

Feet

Kilograms

Pounds

Metric tonnes

US short tons

Confusing these units can significantly affect procurement quantities.

The unit system should be clearly defined in engineering schedules and supplier quotations.

11. Steel Angle Weight per 6 m and 12 m Length

For procurement planning, knowing the nominal weight of standard-length angle bars is useful.

The following chart uses selected EN-based equal-angle reference weights.

Equal Angle Weight by Length

Angle Size kg/m Weight per 6 m Weight per 12 m
30×30×3 1.36 8.16 kg 16.32 kg
40×40×4 2.42 14.52 kg 29.04 kg
50×50×5 3.77 22.62 kg 45.24 kg
60×60×6 5.42 32.52 kg 65.04 kg
75×75×6 6.85 41.10 kg 82.20 kg
75×75×8 8.99 53.94 kg 107.88 kg
80×80×8 9.63 57.78 kg 115.56 kg
100×100×10 15.00 90.00 kg 180.00 kg
120×120×10 18.20 109.20 kg 218.40 kg
150×150×12 27.30 163.80 kg 327.60 kg
200×200×20 59.90 359.40 kg 718.80 kg

Note: This is a calculated reference table, not a statement that every listed size is commercially available in both 6 m and 12 m lengths.

Actual stock lengths and cut-to-length options must be confirmed with the supplier.

12. How to Select the Correct Steel Angle Size

A steel angle size chart provides dimensional and mass information.

However, it does not directly establish the structural load capacity of the section.

Engineering selection requires consideration of material strength, cross-sectional properties, loading conditions, member stability, and connection design.

12.1 Structural Load Requirements

The design engineer should identify the relevant loads, such as:

Permanent loads

Imposed loads

Equipment loads

Wind loads

Seismic loads

Impact loads

Dynamic loads

Design load combinations must be determined according to the applicable structural code.

12.2 Tension Members

Steel angles are commonly used as tension members in bracing systems.

Their design may require verification of:

Gross-section yielding

Net-section fracture

Effective net area

Connection strength

Block shear

Applicable detailing requirements

Where an angle is connected through only one leg, connection eccentricity and shear lag may be important.

12.3 Compression Members

Steel angles may also be used in compression applications.

Their compression resistance depends on:

Member length

Effective length

Radius of gyration

Slenderness

Steel yield strength

End restraint

Connection arrangement

Single-angle compression members require particular attention because their geometric and loading characteristics differ from doubly symmetric structural sections.

12.4 Bending and Eccentric Loading

Steel angles are unsymmetrical open sections, except for the geometric symmetry of equal-leg angles about their bisector.

Their bending behavior may involve:

Principal-axis bending

Biaxial bending

Torsion

Eccentric loading

Lateral instability

A simple comparison of leg length or thickness is insufficient to determine bending capacity.

12.5 Connection Design

Steel angle connections may involve:

Bolted connections

Welded connections

Gusset plates

Brackets

End connections

Single-leg connections

Double-angle assemblies

Connection geometry and load transfer must be checked according to the applicable design requirements.

Engineering Recommendation

For structural load-bearing applications, angle selection should be based on approved engineering calculations rather than nominal size or theoretical weight alone.

13. Equal Angle vs Unequal Angle: Which Is Better?

Neither equal-leg nor unequal-leg angles are universally better.

Each profile offers different geometric characteristics.

Equal-Leg Angle Advantages

Equal angles may be convenient where:

Similar leg dimensions are required

Symmetrical geometric layouts are preferred

Standardized connection arrangements are used

General structural bracing is required

Unequal-Leg Angle Advantages

Unequal angles may be appropriate where:

Different connection leg dimensions are required

Installation space is restricted

The structural arrangement benefits from an unequal profile

Specific connection geometry is required

Comparison Example

Parameter L75×75×6 L75×50×6
Type Equal Angle Unequal Angle
Long Leg 75 mm 75 mm
Short Leg 75 mm 50 mm
Thickness 6 mm 6 mm
Nominal Mass 6.85 kg/m 5.65 kg/m
Weight per 6 m 41.10 kg 33.90 kg

The unequal-angle section is lighter in this comparison.

However, a reduction in mass does not establish equivalent load capacity, stability, or connection performance.

The appropriate choice must be determined from the project design requirements.

14. Common Steel Grades for Structural Angle Bars

Structural steel angles are manufactured in different material grades.

Material selection affects mechanical performance, fabrication, and suitability for the intended application.

Structural Steel Angle Grade Comparison

Grade Standard Common Application
ASTM A36 ASTM A36/A36M General structural steelwork
ASTM A572 Grade 50 ASTM A572/A572M Higher-strength structural applications
S235JR EN 10025-2 General European structural steel
S275JR EN 10025-2 Structural fabrication
S355JR EN 10025-2 Higher-strength structural steelwork
S355J2 EN 10025-2 Applications requiring specified impact toughness
SS400 JIS G 3101 General Japanese structural steel
Q235B GB/T 700 General structural applications
Q355B GB/T 1591 Higher-strength structural applications

Not all steel grades are necessarily available in every angle size or thickness.

For example, the availability of ASTM A572 Grade 50 in a particular angle section should be confirmed before the project specifies it for procurement.

How Material Grade Affects Procurement

Buyers should verify:

The specified material standard and edition.

The required mechanical properties.

Applicable thickness restrictions.

Impact testing requirements.

Welding and fabrication requirements.

Material certification.

Available rolling and stock sizes.

Material substitutions should not be made solely by comparing nominal yield strength.

15. Hot-Rolled vs Cold-Formed Steel Angles

Steel angles can be produced through different manufacturing processes.

The two main categories are hot-rolled angles and cold-formed angles.

Hot-Rolled Steel Angles

Hot-rolled angles are manufactured by passing heated steel through rolling equipment.

Typical characteristics include:

Standardized structural dimensions

Rolled internal corner radii

Established section-property tables

A range of structural thicknesses

Applications in load-bearing steelwork

Cold-Formed Steel Angles

Cold-formed angles are produced by bending or roll-forming steel sheet or strip.

Typical characteristics include:

Relatively thin material sections

Formed bend radii

Potential for customized dimensions

Application-specific profile geometry

Suitability for selected light-gauge framing and fabrication uses

Hot-Rolled vs Cold-Formed Angle Comparison

Feature Hot-Rolled Angle Cold-Formed Angle
Manufacturing Hot Rolling Cold Bending / Roll Forming
Corner Geometry Rolled Root Radius Formed Bend Radius
Standard Sizes Established Rolled Sections Standard or Custom Profiles
Typical Thickness Broad structural range Often thinner
Structural Design Rolled-section properties Cold-formed-section properties
Customization Depends on rolling capability Often flexible
Common Uses Structural bracing, framing Light framing, brackets, supports

Hot-rolled and cold-formed sections should not be treated as interchangeable without appropriate technical verification.

16. Galvanized Steel Angle Sizes and Coating Requirements

Galvanized steel angles are commonly specified for outdoor or corrosive environments.

A galvanized angle is typically a carbon steel angle protected by a zinc coating.

The coating provides corrosion protection, but the final performance depends on the coating process, environment, coating thickness, detailing, and maintenance conditions.

Common Galvanized Angle Applications

Outdoor steel structures

Solar mounting systems

Cable and utility supports

Industrial platforms

Fencing and infrastructure

Equipment frames

Common Galvanizing Methods

Hot-Dip Galvanizing

Finished steel angles or fabricated assemblies may be immersed in molten zinc.

For suitable structural steel components, ASTM A123/A123M or ISO 1461 may be relevant coating specifications.

Pre-Galvanized Cold-Formed Angles

Some thin-gauge angle profiles are formed from zinc-coated steel strip.

Their coating specifications and fabrication characteristics differ from those of post-fabrication hot-dip galvanized sections.

Important Procurement Considerations

The steel angle size should be specified separately from its corrosion protection requirements.

A complete galvanized angle purchasing description should identify:

Steel angle dimensions

Material grade

Dimensional standard

Galvanizing method

Coating specification

Required coating thickness or mass

Processing requirements

Inspection documentation

Where welding, drilling, or cutting takes place after galvanizing, the project should define suitable coating repair procedures.

17. Steel Angle Dimensional Tolerances and Quality Inspection

Nominal dimensions shown in steel angle size charts are reference values.

Actual manufactured dimensions may vary within the requirements of the applicable standard.

Different standards establish different permissible variations.

For example:

EN 10056-2 addresses tolerances for hot-rolled structural steel angles.

ASTM A6/A6M establishes general requirements for applicable rolled structural steel products.

JIS G 3192 addresses dimensions, mass, shape, and permissible variations.

GB/T 706 establishes relevant requirements for Chinese hot-rolled structural sections.

Steel Angle Inspection Checklist

Inspection Item Purpose
Leg A Dimension Verifies the first leg size
Leg B Dimension Verifies the second leg size
Thickness Confirms nominal material thickness
Root Radius Checks profile geometry where specified
Length Verifies delivery dimensions
Straightness Controls member alignment
Squareness Checks the angle between the legs
Surface Condition Identifies unacceptable defects
Unit Mass Verifies theoretical or actual mass requirements
Material Identification Supports traceability
Material Certificate Confirms specified material properties

Why Dimensional Tolerances Matter

For structural fabricators, dimensional variations can affect:

Hole alignment

Connection clearances

Welding fit-up

Assembly accuracy

Material weight

Installation efficiency

Where tighter tolerances are required, they should be specified and agreed with the supplier before production.

Material Documentation

Depending on the project specifications, inspection documentation may include:

Mill Test Report

Chemical composition results

Mechanical test results

Heat identification

Dimensional inspection records

Coating inspection records

Third-party inspection reports

For applicable European projects, EN 10204 Type 3.1 inspection certificates may be required.

The required certificate type should be established before procurement.

18. Steel Angle Applications in Industrial Construction

Steel angles are used in a wide range of structural and manufacturing applications.

18.1 Structural Bracing

Angle sections are commonly used in steel bracing systems.

Applications include industrial frames, towers, and selected building structures.

18.2 Transmission Towers

Steel angles may be used in lattice-type electrical transmission structures.

Their dimensions, strength, connection geometry, and corrosion protection must meet the tower design requirements.

18.3 Industrial Platforms

Angles may form part of platform bracing, edge framing, supports, and secondary components.

18.4 Machinery Manufacturing

Steel angles are used for equipment brackets, support frames, and fabrication assemblies.

18.5 Solar Mounting Structures

Galvanized steel angles may be used in selected solar mounting and support systems.

18.6 Infrastructure Projects

Steel angles may be incorporated into bridges, access structures, connection assemblies, and supporting steelwork.

18.7 Steel Fabrication and OEM Components

Angles are frequently cut, drilled, welded, and assembled into project-specific components.

Their simple profile makes them suitable for many fabricated steel products, subject to engineering requirements.

19. Steel Angle MTO and BOM: Procurement Quantity Calculation

A Material Take-Off (MTO) identifies the materials required for a structural steel project.

A Bill of Materials (BOM) identifies the individual components used in fabrication or assembly.

Steel angles commonly appear in both documents.

A properly prepared steel angle MTO should include:

Item number

Section designation

Material grade

Dimensional standard

Member length

Quantity

Unit mass

Total theoretical mass

Surface treatment

Processing requirements

Example: Structural Steel Angle MTO

Item Angle Size Grade Length Quantity Unit Weight Total Weight
A001 50×50×5 S235JR 6 m 100 3.77 kg/m 2,262 kg
A002 75×75×6 S235JR 6 m 80 6.85 kg/m 3,288 kg
A003 100×100×10 S355JR 6 m 40 15.00 kg/m 3,600 kg
A004 75×50×6 S235JR 6 m 60 5.65 kg/m 2,034 kg
  Total         11,184 kg

Total Material Quantity

The total theoretical weight is:

2,262 + 3,288 + 3,600 + 2,034

= 11,184 kg

Total = 11.184 metric tonnes

This example assumes the listed dimensions and grades are approved project requirements.

The calculated quantity excludes cutting waste, spare material, and any additional procurement allowances.

Why Cutting Allowance Matters

If the project requires finished components with specific lengths, the raw material purchasing quantity may differ from the net design quantity.

Procurement planning should consider:

Commercial stock lengths

Saw kerf

End trimming

Cutting tolerances

Offcut utilization

Fabrication requirements

Where practical, cutting optimization can reduce material waste.

20. How to Prepare a Professional Steel Angle RFQ

A complete steel angle request for quotation helps suppliers identify the correct materials and prepare comparable commercial offers.

Recommended Steel Angle RFQ Template

Procurement Parameter Example Specification
Product Equal Leg Steel Angle
Section Size L75×75×6 mm
Dimensional Standard EN 10056-1
Material Grade S355JR
Material Standard EN 10025-2
Length 6,000 mm
Quantity 200 pieces
Theoretical Weight 6.85 kg/m
Surface Finish As-Rolled
Processing Cut to Length
Inspection Mill Test Certificate
Packaging Export Bundles
Delivery Project-Specified Destination

Where required, the buyer should also provide approved engineering drawings and fabrication specifications.

Common Procurement Mistakes

Mistake 1: Ordering by Leg Size Only

A purchase request stating "75 mm angle" is incomplete.

It does not identify the second leg, thickness, material grade, or dimensional standard.

Mistake 2: Using the Wrong Weight Chart

Weights from different dimensional series should not be mixed without verification.

Mistake 3: Ignoring Steel Grade Requirements

Material grade affects structural performance and technical compliance.

Mistake 4: Confusing Nominal and Actual Weight

Theoretical masses are calculated from nominal section properties.

Actual material weight may differ within permissible manufacturing variations.

Mistake 5: Ignoring Processing Requirements

Cutting, drilling, welding, and galvanizing should be specified before quotation.

Mistake 6: Purchasing Before Engineering Approval

Proposed substitutions or changes in material dimensions require the relevant technical authorization.

21. Steel Angle Supply and Procurement Support from Dongmeng Group

Xi'an Dongmeng Group Co., Ltd. supplies carbon steel angles and structural steel profiles for international industrial and construction applications.

Our structural steel product range includes:

Equal Leg Steel Angles

Unequal Leg Steel Angles

ASTM Structural Steel Angles

EN Standard Angle Bars

JIS Steel Angles

GB Standard Steel Angles

Mild Steel Angle Bars

Galvanized Steel Angles

Structural H Beams

Steel Channels

Custom Steel Profiles

We support B2B customers, including steel distributors, EPC contractors, construction companies, industrial manufacturers, and structural steel fabricators.

Our Structural Steel Procurement Services

International Specification Review

Assistance with identifying angle dimensions, material grades, and applicable ASTM, EN, JIS, and GB requirements.

Material Quantity Review

Support for reviewing customer-provided material schedules, MTO files, and purchasing quantities.

Custom Size and Length Coordination

Assessment of project-specific dimensions, lengths, and processing requirements according to available production capabilities.

Quality Documentation

Coordination of specified mill test certificates and inspection requirements.

Processing Requirements

Review of cutting, drilling, and other fabrication requirements based on customer drawings and production feasibility.

Export Packaging and Logistics

Support for steel bundling, marking, loading, and international shipment arrangements.

Our objective is to help international buyers establish clear material specifications and efficient procurement processes.

Actual availability, processing capabilities, certification, and delivery schedules are confirmed according to individual project requirements.

22. Frequently Asked Questions About Steel Angle Sizes

1. What are the most common steel angle sizes?

Common metric equal-leg angle dimensions include 40×40×4, 50×50×5, 60×60×6, 75×75×6, 80×80×8, and 100×100×10 mm.

Actual commonly stocked sizes vary between markets and suppliers.

2. What does L50×50×5 mean?

It identifies an equal-leg steel angle with two nominal 50 mm legs and a nominal thickness of 5 mm.

3. What is the difference between equal and unequal steel angles?

Equal angles have two legs of identical length.

Unequal angles have two legs of different lengths.

Their geometric properties and applications differ.

4. How much does a 50×50×5 steel angle weigh?

A 50×50×5 mm equal angle has a nominal theoretical weight of approximately 3.77 kg/m in the EN reference table.

A 6-meter piece weighs approximately 22.62 kg.

5. What is the weight of a 75×75×6 angle?

In the EN-based chart, a 75×75×6 mm equal angle weighs approximately 6.85 kg/m.

Its 6-meter theoretical weight is approximately 41.10 kg.

Other dimensional standards may specify a different nominal unit mass.

6. How do you calculate angle iron weight?

For standard rolled angles:

Weight = Unit Mass × Length × Quantity.

If the unit mass is unavailable, weight can be estimated from cross-sectional area and material density.

7. What is the difference between angle iron and steel angle?

The terms are commonly used interchangeably in the steel market.

Modern structural angle sections are typically manufactured from steel rather than wrought iron.

8. Are ASTM and EN steel angles interchangeable?

Not automatically.

They may have different dimensional requirements, section properties, material specifications, and manufacturing tolerances.

Substitution requires technical verification.

9. Can structural steel angles be galvanized?

Yes.

Suitable steel angle sections can be hot-dip galvanized to provide corrosion protection.

Coating requirements should be specified according to the applicable project standard.

10. What lengths are available for steel angle bars?

Common commercial lengths may include 6 m and 12 m, depending on the size, standard, rolling mill, and market.

Custom cutting may be available subject to supplier capability.

11. Which steel grade is suitable for structural angles?

Common grades include ASTM A36, ASTM A572 Grade 50, S235JR, S275JR, S355JR, SS400, Q235B, and Q355B.

The correct grade must be selected according to the structural design and applicable specifications.

12. Can I calculate structural load capacity from an angle size chart?

No.

A size chart provides nominal dimensions and mass.

Structural load capacity depends on section properties, material strength, member length, loading conditions, connections, stability, and the governing design code.

13. What is the difference between hot-rolled and cold-formed steel angles?

Hot-rolled angles are formed through hot rolling.

Cold-formed angles are produced by bending or roll-forming steel sheet or strip.

Their cross-sectional geometry and structural design requirements may differ.

14. How should steel angles be specified for international procurement?

A complete specification should identify the dimensional standard, angle designation, material grade, length, quantity, surface condition, processing requirements, and inspection documentation.

15. Where can I source steel angles for international structural steel projects?

International buyers can request quotations from structural steel suppliers such as Xi'an Dongmeng Group Co., Ltd.

Providing an accurate material schedule and technical specifications helps suppliers review availability and prepare a quotation.

Conclusion: Choosing the Right Steel Angle Size for Engineering and Procurement

Steel angle size charts are essential reference tools for structural engineers, fabrication companies, steel distributors, and international project procurement teams.

Equal-leg and unequal-leg steel angles are manufactured in numerous dimensions and material grades according to different international standards.

A professional steel angle specification should identify the complete section designation rather than relying only on nominal leg dimensions.

For reliable material selection and procurement, buyers should verify:

Equal-leg or unequal-leg configuration.

Nominal leg dimensions.

Steel thickness.

Applicable dimensional standard.

Material grade.

Nominal cross-sectional properties.

Theoretical unit mass.

Dimensional tolerances.

Processing and surface treatment requirements.

Quality inspection and certification.

Understanding these parameters helps reduce material specification errors, improve procurement planning, and support efficient structural steel fabrication.

For international B2B projects, accurate technical information is particularly important when comparing products manufactured according to ASTM, EN, JIS, and GB standards.

Request Steel Angle Sizes, Specifications and Quotations

Xi'an Dongmeng Group Co., Ltd. supports international buyers sourcing structural steel angles and related carbon steel profiles.

Whether your project requires equal-leg angles, unequal-leg angles, galvanized structural angles, or custom steel profiles, our team can review your purchasing requirements and coordinate suitable supply options.

Send Us Your Requirements:

Steel angle size and type

Material grade and standard

Required lengths and quantities

Surface treatment requirements

Processing or fabrication drawings

Inspection documentation

Project delivery destination

Office Information

Completely recapitalize 24/7 communities via standards compliant metrics whereas.

Phone Number & Email

+8615769214734
office@dongmjd.com

WhatsApp

Dong: +8615769214734

Our Office Address

Room 4107, Runfeng Building, Sanqiao New Street, Weiyang District, Xi'an City, Shaanxi Province

Contact Dongmeng Group to request a structural steel angle quotation or submit your MTO/BOM for material review.

Xi'an Dongmeng Group Co., Ltd.

Structural Steel Angles | Equal & Unequal Angle Bars | International Steel Procurement

 
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