Equal Angle
a × a × t · IS 808 (ISA) · EN 10056Two legs of the same length at 90°. For frames, bracing, trusses, supports and edge protection.
Structural steel and stainless steel angles, channels, beams and tees — with the grades, section dimensions, weights and tolerances you need to specify them.
We supply equal and unequal angles, channels, I beams, H beams and tees in structural carbon steel and high-strength steel, in stainless steel and duplex for corrosive and hygienic environments, and in aluminium where weight matters.
Sections are supplied to Indian, European and American standards, in standard lengths or cut to length, black, primed or galvanised. Every lot is traceable to its heat number and supplied with a mill test certificate to EN 10204 Type 3.1 or 3.2. When your project needs independent verification, inspection by your nominated agency is carried out before dispatch.
Each section is drawn as a cross-section, with the dimensions used to order it. The same letters are used in the section tables further down the page.
Two legs of the same length at 90°. For frames, bracing, trusses, supports and edge protection.
One leg longer than the other, to suit the load or the connection. For lintels, purlins and framing.
A web with two flanges on one side. For purlins, frames, stair stringers, trailer chassis and bracing.
Narrow flanges and a deep web, efficient in bending. For floor and roof beams, and crane girders.
Flanges about as wide as the section is deep, strong about both axes. For columns and heavy beams.
A flange with a single stem, rolled or cut from I and H beams. For truss chords, stiffeners and brackets.
Structural steel is graded by its minimum yield strength and, for some grades, its toughness at low temperature. Choose a family to see the grades we supply.
The everyday grades for buildings, sheds, platforms, pipe racks and equipment structures. The yield strength shown is for the thinnest sections; it falls a little as thickness increases.
| Grade | Standard | Yield, min | Where it is used |
|---|---|---|---|
| E250 (A, BR, B0, C) | IS 2062 | 250 MPa | General structures; BR, B0 and C add impact testing at 20, 0 and −20 °C. |
| E350 | IS 2062 | 350 MPa | Heavier structures where higher strength saves weight. |
| A36 | ASTM A36 | 250 MPa | General structural steel to American projects. |
| A992 | ASTM A992 | 345 MPa | The standard grade for W-shape wide-flange beams and columns. |
| S235JR | EN 10025-2 | 235 MPa | Light structures and general fabrication. |
| S275JR / J0 | EN 10025-2 | 275 MPa | General structural steelwork to European standards. |
| S355JR / J2 / K2 | EN 10025-2 | 355 MPa | The most used high-strength structural grade; J2 and K2 for low temperature. |
| SS400 | JIS G3101 | 245 MPa | General structures to Japanese and Asian specifications. |
Higher-strength grades for long spans and heavy loads, and weathering steels that form a protective rust layer and need no painting outdoors.
| Grade | Standard | Yield, min | Where it is used |
|---|---|---|---|
| A572 Gr. 50 | ASTM A572 | 345 MPa | High-strength low-alloy structural steel. |
| A572 Gr. 65 | ASTM A572 | 450 MPa | Heavily loaded members and towers. |
| E410 | IS 2062 | 410 MPa | High-strength structures to Indian standards. |
| A588 | ASTM A588 | 345 MPa | Weathering steel for bridges and exposed structures. |
| S355J2W | EN 10025-5 | 355 MPa | Weathering steel for architectural and outdoor structures. |
Angles and channels are hot rolled or cold formed; larger beams and channels are also made by laser fusion welding of stainless plate, with sharp corners and tight tolerances.
| Grade | UNS / EN | Yield, min | Where it is used |
|---|---|---|---|
| 304 / 304L | S30400 / 1.4301 | 205 MPa | Food, dairy and water-treatment structures. |
| 316 / 316L | S31600 / 1.4401 | 205 MPa | Chemical, pharmaceutical and coastal structures. |
| 316Ti | S31635 / 1.4571 | 205 MPa | Welded structures at elevated temperature. |
| 321 | S32100 / 1.4541 | 205 MPa | Heat-exposed frames and supports. |
| Duplex 2205 | S32205 / 1.4462 | 450 MPa | Offshore, marine and chloride-exposed structures. |
| Lean Duplex 2101 | S32101 / 1.4162 | 450 MPa | Strong, economical structures in place of 304. |
Extruded angles, channels and beams at a third the weight of steel, with natural corrosion resistance.
| Alloy | Temper | Yield, min | Where it is used |
|---|---|---|---|
| 6061 | T6 | 240 MPa | Structural frames, platforms and marine structures. |
| 6063 | T6 | 170 MPa | Architectural sections with a fine surface finish. |
| 6082 | T6 | 250 MPa | The European structural alloy for loaded sections. |
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Yield strengths are for thin sections and reduce with thickness in each standard. For other product forms, see Materials & Grades.
Composition limits for the main structural grades, in percent by weight. The carbon equivalent (CE) limits how hard the steel gets when welded; the lower it is, the easier the steel is to weld.
| Grade | C | Mn | P | S | Si | CE, max | Others |
|---|---|---|---|---|---|---|---|
| Indian · IS 2062 | |||||||
| E250 A | 0.23 | 1.50 | 0.045 | 0.045 | 0.40 | 0.42 | – |
| E350 | 0.20 | 1.55 | 0.045 | 0.045 | 0.45 | 0.47 | Nb · V · Ti as agreed |
| European · EN 10025-2, to 16 mm | |||||||
| S275JR | 0.21 | 1.50 | 0.035 | 0.035 | – | 0.40 | Cu 0.55 · N 0.012 |
| S355JR | 0.24 | 1.60 | 0.035 | 0.035 | 0.55 | 0.45 | Cu 0.55 · N 0.012 |
| S355J2 | 0.20 | 1.60 | 0.025 | 0.025 | 0.55 | 0.45 | Cu 0.55 |
| American | |||||||
| A572 Gr. 50 | 0.23 | 1.35 | 0.030 | 0.030 | 0.40 | – | Nb or V, by type |
| A992 | 0.23 | 0.50 – 1.60 | 0.035 | 0.045 | 0.40 | 0.45 | Cu 0.60 · Ni 0.45 · Cr 0.35 · Mo 0.15 · V 0.15 · Nb 0.05 |
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Values are shown for reference and follow the standards named in the table; limits vary with thickness and edition. The mill test certificate supplied with the material always governs. Chemistry of the stainless and duplex grades is on the Sheets & Plates page.
A higher-yield grade lets a lighter section carry the same load. The first chart compares grades; the second shows how the weight of an IPE beam grows with its depth.
MPa · thin sections
S355 carries about 40 % more load than E250 in the same section, which is why it is the usual choice for heavy structures.
kg/m · EN 10365, carbon steel
Doubling the depth of an IPE beam roughly triples its weight but gives about six times the bending strength.
Dimensions in mm and weight in kg per metre for the European sections, with a calculated table for equal angles. The letters match the drawings above.
| Section | hmm | bmm | twmm | tfmm | Weightkg/m |
|---|---|---|---|---|---|
| IPE 100 | 100 | 55 | 4.1 | 5.7 | 8.1 |
| IPE 120 | 120 | 64 | 4.4 | 6.3 | 10.4 |
| IPE 140 | 140 | 73 | 4.7 | 6.9 | 12.9 |
| IPE 160 | 160 | 82 | 5.0 | 7.4 | 15.8 |
| IPE 180 | 180 | 91 | 5.3 | 8.0 | 18.8 |
| IPE 200 | 200 | 100 | 5.6 | 8.5 | 22.4 |
| IPE 220 | 220 | 110 | 5.9 | 9.2 | 26.2 |
| IPE 240 | 240 | 120 | 6.2 | 9.8 | 30.7 |
| IPE 270 | 270 | 135 | 6.6 | 10.2 | 36.1 |
| IPE 300 | 300 | 150 | 7.1 | 10.7 | 42.2 |
| IPE 330 | 330 | 160 | 7.5 | 11.5 | 49.1 |
| IPE 360 | 360 | 170 | 8.0 | 12.7 | 57.1 |
| IPE 400 | 400 | 180 | 8.6 | 13.5 | 66.3 |
| IPE 450 | 450 | 190 | 9.4 | 14.6 | 77.6 |
| IPE 500 | 500 | 200 | 10.2 | 16.0 | 90.7 |
| IPE 550 | 550 | 210 | 11.1 | 17.2 | 106 |
| IPE 600 | 600 | 220 | 12.0 | 19.0 | 122 |
| Section | hmm | bmm | twmm | tfmm | Weightkg/m |
|---|---|---|---|---|---|
| HEA · light series | |||||
| HEA 100 | 96 | 100 | 5.0 | 8.0 | 16.7 |
| HEA 120 | 114 | 120 | 5.0 | 8.0 | 19.9 |
| HEA 140 | 133 | 140 | 5.5 | 8.5 | 24.7 |
| HEA 160 | 152 | 160 | 6.0 | 9.0 | 30.4 |
| HEA 180 | 171 | 180 | 6.0 | 9.5 | 35.5 |
| HEA 200 | 190 | 200 | 6.5 | 10.0 | 42.3 |
| HEA 220 | 210 | 220 | 7.0 | 11.0 | 50.5 |
| HEA 240 | 230 | 240 | 7.5 | 12.0 | 60.3 |
| HEA 260 | 250 | 260 | 7.5 | 12.5 | 68.2 |
| HEA 280 | 270 | 280 | 8.0 | 13.0 | 76.4 |
| HEA 300 | 290 | 300 | 8.5 | 14.0 | 88.3 |
| HEB · heavy series | |||||
| HEB 100 | 100 | 100 | 6.0 | 10.0 | 20.4 |
| HEB 120 | 120 | 120 | 6.5 | 11.0 | 26.7 |
| HEB 140 | 140 | 140 | 7.0 | 12.0 | 33.7 |
| HEB 160 | 160 | 160 | 8.0 | 13.0 | 42.6 |
| HEB 180 | 180 | 180 | 8.5 | 14.0 | 51.2 |
| HEB 200 | 200 | 200 | 9.0 | 15.0 | 61.3 |
| HEB 220 | 220 | 220 | 9.5 | 16.0 | 71.5 |
| HEB 240 | 240 | 240 | 10.0 | 17.0 | 83.2 |
| HEB 260 | 260 | 260 | 10.0 | 17.5 | 93.0 |
| HEB 280 | 280 | 280 | 10.5 | 18.0 | 103 |
| HEB 300 | 300 | 300 | 11.0 | 19.0 | 117 |
| Section | hmm | bmm | twmm | tfmm | Weightkg/m |
|---|---|---|---|---|---|
| UPN 80 | 80 | 45 | 6.0 | 8.0 | 8.64 |
| UPN 100 | 100 | 50 | 6.0 | 8.5 | 10.6 |
| UPN 120 | 120 | 55 | 7.0 | 9.0 | 13.4 |
| UPN 140 | 140 | 60 | 7.0 | 10.0 | 16.0 |
| UPN 160 | 160 | 65 | 7.5 | 10.5 | 18.8 |
| UPN 180 | 180 | 70 | 8.0 | 11.0 | 22.0 |
| UPN 200 | 200 | 75 | 8.5 | 11.5 | 25.3 |
| UPN 220 | 220 | 80 | 9.0 | 12.5 | 29.4 |
| UPN 240 | 240 | 85 | 9.5 | 13.0 | 33.2 |
| UPN 260 | 260 | 90 | 10.0 | 14.0 | 37.9 |
| UPN 280 | 280 | 95 | 10.0 | 15.0 | 41.8 |
| UPN 300 | 300 | 100 | 10.0 | 16.0 | 46.2 |
| Anglea × a × t | Areamm² | Carbon steelkg/m | Stainless 304kg/m | Aluminiumkg/m |
|---|---|---|---|---|
| 20 × 20 × 3 | 111 | 0.87 | 0.88 | 0.30 |
| 25 × 25 × 3 | 141 | 1.11 | 1.12 | 0.38 |
| 25 × 25 × 5 | 225 | 1.77 | 1.78 | 0.61 |
| 30 × 30 × 3 | 171 | 1.34 | 1.36 | 0.46 |
| 30 × 30 × 5 | 275 | 2.16 | 2.18 | 0.74 |
| 40 × 40 × 4 | 304 | 2.39 | 2.41 | 0.82 |
| 40 × 40 × 6 | 444 | 3.49 | 3.52 | 1.20 |
| 45 × 45 × 5 | 425 | 3.34 | 3.37 | 1.15 |
| 50 × 50 × 5 | 475 | 3.73 | 3.77 | 1.28 |
| 50 × 50 × 6 | 564 | 4.43 | 4.47 | 1.52 |
| 60 × 60 × 6 | 684 | 5.37 | 5.42 | 1.85 |
| 60 × 60 × 8 | 896 | 7.03 | 7.11 | 2.42 |
| 65 × 65 × 6 | 744 | 5.84 | 5.90 | 2.01 |
| 65 × 65 × 8 | 976 | 7.66 | 7.74 | 2.64 |
| 70 × 70 × 7 | 931 | 7.31 | 7.38 | 2.51 |
| 75 × 75 × 6 | 864 | 6.78 | 6.85 | 2.33 |
| 75 × 75 × 8 | 1136 | 8.92 | 9.01 | 3.07 |
| 80 × 80 × 8 | 1216 | 9.55 | 9.64 | 3.28 |
| 90 × 90 × 8 | 1376 | 10.8 | 10.9 | 3.72 |
| 90 × 90 × 10 | 1700 | 13.3 | 13.5 | 4.59 |
| 100 × 100 × 8 | 1536 | 12.1 | 12.2 | 4.15 |
| 100 × 100 × 10 | 1900 | 14.9 | 15.1 | 5.13 |
| 100 × 100 × 12 | 2256 | 17.7 | 17.9 | 6.09 |
| 110 × 110 × 10 | 2100 | 16.5 | 16.7 | 5.67 |
| 120 × 120 × 10 | 2300 | 18.1 | 18.2 | 6.21 |
| 120 × 120 × 12 | 2736 | 21.5 | 21.7 | 7.39 |
| 130 × 130 × 12 | 2976 | 23.4 | 23.6 | 8.04 |
| 150 × 150 × 12 | 3456 | 27.1 | 27.4 | 9.33 |
| 150 × 150 × 15 | 4275 | 33.6 | 33.9 | 11.5 |
| 200 × 200 × 16 | 6144 | 48.2 | 48.7 | 16.6 |
| 200 × 200 × 20 | 7600 | 59.7 | 60.3 | 20.5 |
Equal angle weights are calculated as t × (2a − t) × density, without the root and toe radii; published tables are about 1 to 2 % higher.
Weights are for carbon steel at 7.85 g/cm³; stainless steel sections of the same size weigh about 1 % more. Indian Standard ISA angles, ISMC channels and ISMB, ISWB and ISHB beams to IS 808, and American W shapes, are also supplied; send the designation and we will confirm dimensions and weight.
Each section type has a tolerance standard covering its dimensions, straightness and weight. Sections are supplied in standard lengths or cut to your list.
| Product | Tolerance standard | What it controls |
|---|---|---|
| Indian hot rolled sections | IS 1852 | Rolling and cutting tolerances for angles, channels, beams and flats. |
| European I and H sections | EN 10034 | Depth, flange width and thickness, out-of-square, straightness and weight of IPE, HE and similar beams. |
| European channels | EN 10279 | Dimensions, straightness and weight of hot rolled channels. |
| European angles | EN 10056-2 | Leg length, thickness, squareness and straightness of angles. |
| American shapes | ASTM A6 | Dimensions, camber, sweep and weight of W, S, C and L shapes. |
| Stainless shapes | ASTM A484 · A1069 | Hot rolled and laser-fused stainless sections. |
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A starting point for choosing the section and grade. Tell us the structure and the environment, and we will quote the sections that fit.
| Member or setting | Typical choice | Why |
|---|---|---|
| Floor and roof beams | IPE · ISMB | Deep web and narrow flanges carry bending efficiently. |
| Columns and heavy beams | HEA · HEB · ISHB · W shapes | Wide flanges resist buckling about both axes. |
| Purlins, girts and frames | Channels · angles | Light, easy to connect and fabricate. |
| Trusses and bracing | Angles · tees | Bolted or welded easily at the nodes. |
| General structures | IS 2062 E250 · S275 · A36 | Economical and easy to weld. |
| Heavy and long-span structures | E350 · S355 · A572 Gr. 50 · A992 | Higher yield allows lighter sections. |
| Cold climates and dynamic loads | S355J2 · E250 C · impact tested | Toughness tested at low temperature. |
| Exposed outdoor structures | Galvanised steel · A588 · S355J2W | Protected by zinc or by a stable rust layer. |
| Food, pharma and water treatment | SS 304 · 316L | Hygienic, clean and corrosion resistant. |
| Offshore and marine | Duplex 2205 · SS 316L · galvanised S355 | Resist chloride attack in splash zones. |
| Lightweight frames and platforms | Aluminium 6061 · 6082 | A third the weight of steel. |
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This guide is for orientation only. Section sizes and grades must be chosen by the structural engineer to the governing design code.
Every lot is traceable to its heat number and leaves with its mill test certificate. These tests are arranged when your order calls for them.
IPE beams have narrow flanges and a deep web, so they are efficient in bending and used mainly as floor and roof beams. HEA and HEB are wide-flange H sections, with flanges about as wide as the section is deep, used for columns and heavily loaded beams. HEB has thicker flanges and web than HEA of the same size, so it is heavier and stronger. See the section tables.
ISMB is the Indian Standard medium-weight beam to IS 808, and IPE is the European parallel-flange I beam to EN 10365. They are similar in use but differ in dimensions and weight: ISMB flanges are tapered, while IPE flanges have parallel faces. Designs should use the section tables of the standard the drawing calls for.
It is a structural steel grade to EN 10025. S stands for structural steel, 355 is the minimum yield strength in MPa for thin sections, and J2 means the steel is impact tested to give at least 27 joules at −20 °C. JR is tested at 20 °C and J0 at 0 °C.
An angle is specified by its leg lengths and thickness in millimetres. An equal angle such as 50 × 50 × 6 has two legs of 50 mm and a thickness of 6 mm. An unequal angle such as 100 × 65 × 8 has one leg of 100 mm and one of 65 mm. See the drawings.
Yes. Stainless steel angles and channels are hot rolled or cold formed, and larger beams and channels are also made by laser fusion welding of plates, in grades such as 304, 316L and duplex 2205. They are used in food, pharmaceutical, chemical, water and marine structures.
Every lot is supplied with a mill test certificate to EN 10204 Type 3.1 or 3.2, traceable to the heat number, with chemical composition, tensile and, where the grade requires it, impact test results. When third-party inspection is called for, the agency's inspection release note is included. More on our quality & inspection page.
Plate, bars, fasteners and pipe in matching grades, so the whole structure comes from one supplier with one set of documents.
Send the sections, sizes, grades and quantity, or your cutting list. We will confirm availability and quote, with the mill test certificate and inspection you need.