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
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Phone Number & Email
+8615769214734
office@dongmjd.com
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


