Equal Leg Steel Angles Supplier | S235JR, S355JR

Equal angles

Request equal-leg steel angles for project-specified frames, bracing and fabricated connections. Compare all 29 catalogue sizes, select the material grade and dimensional standard, and send the required length, quantity and destination. Manufacturing route, grade, packing, inspection documents and delivery feasibility are confirmed with the offer; the catalogue is not a stock list.

Equal Angle Section and Weight Comparison

The table shows size, geometric weight per metre, geometric weight per 12 m bar and guide/enquiry actions. Weights use nominal dimensions and density 7850 kg/m³, excluding radii and rolling tolerances. They are planning estimates, not certified shipment weights or stock confirmations.

Equal Angle Section and Weight Comparison
Equal angle size (mm)	Weight (kg/m)	Weight per 12 m bar (kg)	Guide and enquiry
30 × 30 × 3View Request	1.342	16.11	View size guide Request this size
40 × 40 × 2.5View Request	1.521	18.25	View size guide Request this size
40 × 40 × 3View Request	1.813	21.76	View size guide Request this size
40 × 40 × 4View Request	2.386	28.64	View size guide Request this size
50 × 50 × 2.5View Request	1.913	22.96	View size guide Request this size
50 × 50 × 3View Request	2.284	27.41	View size guide Request this size
50 × 50 × 3.5View Request	2.651	31.82	View size guide Request this size
50 × 50 × 4View Request	3.014	36.17	View size guide Request this size
50 × 50 × 5View Request	3.729	44.75	View size guide Request this size
60 × 60 × 4View Request	3.642	43.71	View size guide Request this size
60 × 60 × 5View Request	4.514	54.17	View size guide Request this size
60 × 60 × 6View Request	5.369	64.43	View size guide Request this size
63 × 63 × 5View Request	4.749	56.99	View size guide Request this size
63 × 63 × 6View Request	5.652	67.82	View size guide Request this size
75 × 75 × 6View Request	6.782	81.39	View size guide Request this size
80 × 80 × 6View Request	7.253	87.04	View size guide Request this size
80 × 80 × 7View Request	8.407	100.89	View size guide Request this size
80 × 80 × 8View Request	9.546	114.55	View size guide Request this size
100 × 100 × 6View Request	9.137	109.65	View size guide Request this size
100 × 100 × 7View Request	10.605	127.26	View size guide Request this size
100 × 100 × 8View Request	12.058	144.69	View size guide Request this size
100 × 100 × 9View Request	13.494	161.93	View size guide Request this size
100 × 100 × 10View Request	14.915	178.98	View size guide Request this size
120 × 120 × 8View Request	14.570	174.84	View size guide Request this size
120 × 120 × 10View Request	18.055	216.66	View size guide Request this size
120 × 120 × 12View Request	21.478	257.73	View size guide Request this size
150 × 150 × 10View Request	22.765	273.18	View size guide Request this size
150 × 150 × 12View Request	27.130	325.56	View size guide Request this size
150 × 150 × 15View Request	33.559	402.71	View size guide Request this size

Equal angles have two equal legs and an L-shaped section, used in frameworks and fabrication.

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Equal angles Technical and buying guide

EMRA Steel

Dimensions, Material Grade and Legacy Designations

EN 10056-1 addresses section dimensions and EN 10056-2 tolerances; EN 10025-2 addresses structural steel material requirements. Agree whether the requested size and manufacturing route fall within the chosen standard, especially for thin 2.5/3.5 mm enquiries. S235JR, S275JR, S355JR and S355J2 are distinct grade references, not confirmed stock. ST37, ST52 and 5SP need their complete specification, suffix, edition and acceptance requirements; no automatic EN equivalence or shared numerical chemistry is assigned.

Structural Grade Mechanical References

The following published section-grade references use EN 10025-2:2019. Yield values apply to nominal thickness t ≤ 16 mm; the displayed tensile and elongation values are restricted here to 3 ≤ t ≤ 15 mm. Do not apply them to the 2.5 mm catalogue entries without checking their applicable thickness range. Elongation uses L0 = 5.65√S0; confirm sampling, orientation and acceptance rules. The JR impact reference is 27 J at +20°C, while J2 is 27 J at −20°C. Impact testing, specimen size and applicability to thin sections must be agreed under the actual standard and order; the table does not certify a shipment or structural design.

Structural Grade Mechanical References
Grade	ReH min. (MPa), t ≤ 16 mm	Rm (MPa), 3 ≤ t ≤ 15 mm	A min. (%), 3 ≤ t ≤ 15 mm	Impact reference
S235JR	235	360–510	26	27 J / +20°C
S275JR	275	410–560	23	27 J / +20°C
S355JR	355	470–630	22	27 J / +20°C
S355J2	355	470–630	22	27 J / −20°C

Chemical Composition and CEV References

Selected ladle-analysis maxima below come from one published section-grade table referencing EN 10025-2:2019: carbon for t ≤ 16 mm and CEV for t ≤ 30 mm. Values are percentages by mass, not actual heat analysis, a complete normative specification or confirmed EMRA material. A dash for silicon means the reference sets no displayed general limit; it is not zero. Purchase requirements, product-analysis tolerances and the standard edition must be checked separately. For galvanizing category B, the reference requires separately agreed Si 0.14–0.25% and P ≤ 0.035%; do not assume galvanizing suitability from grade alone.

Chemical Composition and CEV References
Grade	C max. (%)	Mn max. (%)	Si max. (%)	P max. (%)	S max. (%)	CEV max. (%)
S235JR	0.17	1.40	—	0.040	0.040	0.35
S275JR	0.21	1.50	—	0.040	0.040	0.40
S355JR	0.24	1.60	0.55	0.040	0.040	0.45
S355J2	0.20	1.60	0.55	0.030	0.030	0.45

Compare the actual heat analysis and agreed test results with the mill inspection document. If EN 10204 type 3.1 is required, confirm document availability, heat traceability and test scope before ordering. CEV = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15; weldability still requires the appropriate procedure and project acceptance.

Packing, Processing and Export Enquiries

Request bundle mass, strapping, lifting points, dunnage and corrosion protection for the actual shipment. Cutting, drilling, primer or hot-dip galvanizing must be specified and confirmed rather than assumed available. Include quantity, length, grade, dimensional acceptance, inspection documents and a named city or port. FOB names a shipment port; CFR/CIF name a destination port and DAP a destination place under Incoterms 2020. The regional sections retain Poti/Tbilisi, Jebel Ali/Dubai, Ambarlı/Istanbul, Shuwaikh/Shuaiba, Sohar/Muscat and Hamad Port/Doha; routing and unloading are subject to confirmation. Grade, size, processing, quantity, testing, packing and freight affect the quotation; no fixed unit price or universal bundle weight is promised.

Chemistry references and commercial grades

St37, St44 and St52 · historical DIN 17100 reference

Ladle-analysis reference for St37-2, St44-2 and St52-3 at t ≤16 mm only. Bare St37/St44/St52 names need a suffix, edition and delivery condition. Other thicknesses and product analysis have different rules. These legacy grades are not automatically equivalent to EN grades or interchangeable with CK45/CK60. For semi-finished feedstock, agree chemistry and downstream qualification separately.

St37, St44 and St52 · historical DIN 17100 reference
Grade / commercial type	C (%)	Mn (%)	Si (%)	P (%)	S (%)
St37-2 / 1.0037	≤0.17	—	—	≤0.050	≤0.050
St44-2 / 1.0044	≤0.21	—	—	≤0.050	≤0.050
St52-3 / 1.0570	≤0.20	≤1.60	≤0.55	≤0.040	≤0.040

Reference values are not shipment analysis or an inventory promise. Agree the complete specification, sampling basis, test methods and acceptance limits before ordering; confirm actual results on the heat/lot certificate. A dash means no numeric limit is stated in this selected reference, not zero.

Equal angles Technical and buying guide

Equal-leg steel angles for frames, bracing and fabricated connections. Compare leg dimensions, thicknesses and bar weights before requesting a quotation.

Equal angles have two equal legs and an L-shaped section, used in frameworks and fabrication.

Specification and dimensions

Equal angles: leg a × leg b × thickness, followed by length. Example: 40 × 40 × 3 mm, 6 m. For an equal angle the two legs are equal; specify the size standard and tolerances.

Grades and applicable standards

Reference standards: EN 10056-1 / EN 10056-2 / EN 10025-2. State the complete material grade and standard edition separately. Dimensional standards do not establish grade equivalence. For structural steel enquiries, S235JR or S355JR may be specified where appropriate to the governing material specification; other applications require their own agreed grade.

Applications and project requirements

Equal angles are used in bracing, frames, towers and fabricated connections subject to the project design. Specify hole patterns, cutting and galvanizing requirements where applicable.

Inspection and traceability

Agree heat or batch identification, chemical analysis, applicable tests and dimensional checks before ordering. Specify inspection documents, acceptance criteria and any independent inspection requirements.

Specify EN 10056-1 for dimensions and EN 10056-2 for tolerances. Material enquiries may specify S235JR, S275JR or S355J2 to EN 10025-2, subject to confirmation. For requests using ST37/ST52, DIN 17100, 5SP or ISIRI 13968-1, provide the complete grade, applicable standard and edition, and required inspection certificate; these designations are not automatically interchangeable or confirmation of EMRA Steel stock.

Sizes, weights and quotation guidance

30 × 30 × 3 mm

Equal-leg angle 30 × 30 × 3 mm: each leg is 30 mm (3 cm) wide and the requested thickness is 3 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 1.342 kg/m, or 8.05 kg for 6 m and 16.1 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 30 × 30 × 3 mm

40 × 40 × 2.5 mm

Equal-leg angle 40 × 40 × 2.5 mm: each leg is 40 mm (4 cm) wide and the requested thickness is 2.5 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 1.521 kg/m, or 9.13 kg for 6 m and 18.25 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 40 × 40 × 2.5 mm

40 × 40 × 3 mm

Equal-leg angle 40 × 40 × 3 mm: each leg is 40 mm (4 cm) wide and the nominal leg thickness is 3 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 1.85 kg/m; calculated bar weights are 11.1 kg for 6 m and 22.2 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 40 × 40 × 3 mm

40 × 40 × 4 mm

Equal-leg angle 40 × 40 × 4 mm: each leg is 40 mm (4 cm) wide and the requested thickness is 4 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 2.386 kg/m, or 14.32 kg for 6 m and 28.63 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 40 × 40 × 4 mm

50 × 50 × 2.5 mm

Equal-leg angle 50 × 50 × 2.5 mm: each leg is 50 mm (5 cm) wide and the requested thickness is 2.5 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 1.913 kg/m, or 11.48 kg for 6 m and 22.96 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 50 × 50 × 2.5 mm

50 × 50 × 3 mm

Equal-leg angle 50 × 50 × 3 mm: each leg is 50 mm (5 cm) wide and the requested thickness is 3 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 2.284 kg/m, or 13.7 kg for 6 m and 27.41 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 50 × 50 × 3 mm

50 × 50 × 3.5 mm

Equal-leg angle 50 × 50 × 3.5 mm: each leg is 50 mm (5 cm) wide and the requested thickness is 3.5 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 2.651 kg/m, or 15.91 kg for 6 m and 31.81 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 50 × 50 × 3.5 mm

50 × 50 × 4 mm

Equal-leg angle 50 × 50 × 4 mm: each leg is 50 mm (5 cm) wide and the requested thickness is 4 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 3.014 kg/m, or 18.08 kg for 6 m and 36.17 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 50 × 50 × 4 mm

50 × 50 × 5 mm

Equal-leg angle 50 × 50 × 5 mm: each leg is 50 mm (5 cm) wide and the nominal leg thickness is 5 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 3.77 kg/m; calculated bar weights are 22.62 kg for 6 m and 45.24 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 50 × 50 × 5 mm

60 × 60 × 4 mm

Equal-leg angle 60 × 60 × 4 mm: each leg is 60 mm (6 cm) wide and the requested thickness is 4 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 3.642 kg/m, or 21.85 kg for 6 m and 43.7 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 60 × 60 × 4 mm

60 × 60 × 5 mm

Equal-leg angle 60 × 60 × 5 mm: each leg is 60 mm (6 cm) wide and the requested thickness is 5 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 4.514 kg/m, or 27.08 kg for 6 m and 54.17 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 60 × 60 × 5 mm

60 × 60 × 6 mm

Equal-leg angle 60 × 60 × 6 mm: each leg is 60 mm (6 cm) wide and the nominal leg thickness is 6 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 5.42 kg/m; calculated bar weights are 32.52 kg for 6 m and 65.04 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 60 × 60 × 6 mm

63 × 63 × 5 mm

Equal-leg angle 63 × 63 × 5 mm: each leg is 63 mm (6.3 cm) wide and the requested thickness is 5 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 4.749 kg/m, or 28.49 kg for 6 m and 56.99 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 63 × 63 × 5 mm

63 × 63 × 6 mm

Equal-leg angle 63 × 63 × 6 mm: each leg is 63 mm (6.3 cm) wide and the requested thickness is 6 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 5.652 kg/m, or 33.91 kg for 6 m and 67.82 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 63 × 63 × 6 mm

75 × 75 × 6 mm

Equal-leg angle 75 × 75 × 6 mm: each leg is 75 mm (7.5 cm) wide and the nominal leg thickness is 6 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 6.85 kg/m; calculated bar weights are 41.1 kg for 6 m and 82.2 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 75 × 75 × 6 mm

80 × 80 × 6 mm

Equal-leg angle 80 × 80 × 6 mm: each leg is 80 mm (8 cm) wide and the requested thickness is 6 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 7.253 kg/m, or 43.52 kg for 6 m and 87.04 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 80 × 80 × 6 mm

80 × 80 × 7 mm

Equal-leg angle 80 × 80 × 7 mm: each leg is 80 mm (8 cm) wide and the requested thickness is 7 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 8.407 kg/m, or 50.44 kg for 6 m and 100.88 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 80 × 80 × 7 mm

80 × 80 × 8 mm

Equal-leg angle 80 × 80 × 8 mm: each leg is 80 mm (8 cm) wide and the nominal leg thickness is 8 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 9.63 kg/m; calculated bar weights are 57.78 kg for 6 m and 115.56 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 80 × 80 × 8 mm

100 × 100 × 6 mm

Equal-leg angle 100 × 100 × 6 mm: each leg is 100 mm (10 cm) wide and the requested thickness is 6 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 9.137 kg/m, or 54.82 kg for 6 m and 109.64 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 100 × 100 × 6 mm

100 × 100 × 7 mm

Equal-leg angle 100 × 100 × 7 mm: each leg is 100 mm (10 cm) wide and the requested thickness is 7 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 10.605 kg/m, or 63.63 kg for 6 m and 127.26 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 100 × 100 × 7 mm

100 × 100 × 8 mm

Equal-leg angle 100 × 100 × 8 mm: each leg is 100 mm (10 cm) wide and the requested thickness is 8 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 12.058 kg/m, or 72.35 kg for 6 m and 144.7 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 100 × 100 × 8 mm

100 × 100 × 9 mm

Equal-leg angle 100 × 100 × 9 mm: each leg is 100 mm (10 cm) wide and the requested thickness is 9 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 13.494 kg/m, or 80.96 kg for 6 m and 161.93 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 100 × 100 × 9 mm

100 × 100 × 10 mm

Equal-leg angle 100 × 100 × 10 mm: each leg is 100 mm (10 cm) wide and the nominal leg thickness is 10 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 15 kg/m; calculated bar weights are 90 kg for 6 m and 180 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 100 × 100 × 10 mm

120 × 120 × 8 mm

Equal-leg angle 120 × 120 × 8 mm: each leg is 120 mm (12 cm) wide and the requested thickness is 8 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 14.57 kg/m, or 87.42 kg for 6 m and 174.84 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 120 × 120 × 8 mm

120 × 120 × 10 mm

Equal-leg angle 120 × 120 × 10 mm: each leg is 120 mm (12 cm) wide and the requested thickness is 10 mm. Enquiry lengths: 6 m and 12 m, subject to confirmation. Geometric mass estimate: 18.055 kg/m, or 108.33 kg for 6 m and 216.66 kg for 12 m, using steel density 7850 kg/m³ and nominal area t × (2a − t). This estimate excludes root and toe radii and rolling tolerances; it is not a mill section-table weight. Confirm the size, manufacturing route, applicable dimensional standard and actual weighing basis with the quotation. 120 × 120 × 10 mm

120 × 120 × 12 mm

Equal-leg angle 120 × 120 × 12 mm: each leg is 120 mm (12 cm) wide and the nominal leg thickness is 12 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 21.6 kg/m; calculated bar weights are 129.6 kg for 6 m and 259.2 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 120 × 120 × 12 mm

150 × 150 × 10 mm

Equal-leg angle 150 × 150 × 10 mm: each leg is 150 mm (15 cm) wide and the nominal leg thickness is 10 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 23 kg/m; calculated bar weights are 138 kg for 6 m and 276 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 150 × 150 × 10 mm

150 × 150 × 12 mm

Equal-leg angle 150 × 150 × 12 mm: each leg is 150 mm (15 cm) wide and the nominal leg thickness is 12 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 27.3 kg/m; calculated bar weights are 163.8 kg for 6 m and 327.6 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 150 × 150 × 12 mm

150 × 150 × 15 mm

Equal-leg angle 150 × 150 × 15 mm: each leg is 150 mm (15 cm) wide and the nominal leg thickness is 15 mm. Enquiry lengths: 6 m and 12 m, subject to supply confirmation. Reference mass: approximately 33.8 kg/m; calculated bar weights are 202.8 kg for 6 m and 405.6 kg for 12 m. Actual weight varies with rolling tolerances; confirm the supplier’s section table and weighing basis. 150 × 150 × 15 mm

Frequently asked questions

Does an example mean immediate availability?

No. Examples are enquiry references; stock and delivery must be confirmed for the complete specification.

Can a different grade or standard be substituted?

Only after the proposed material and the project requirements have been technically reviewed.

Quotation requirements

For an angle quotation, provide both leg dimensions, thickness, length, full steel grade and quantity. Cutting, drilling or galvanizing may change the offer. Get a quote

Choose the product specification first; destination and shipment details belong in the delivery enquiry. Destination enquiry guides

Grade enquiries for Equal angles

Equal angles S235JR

For Equal angles S235JR, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles S275JR

For Equal angles S275JR, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles S355JR

For Equal angles S355JR, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles S355J2

For Equal angles S355J2, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles ST37

For Equal angles ST37, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles ST52

For Equal angles ST52, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.

Equal angles 5SP

For Equal angles 5SP, confirm the complete material standard and edition, chemical analysis, delivery condition and inspection certificate. Review the offered material against the intended processing or project requirements. The designation is an enquiry reference; availability and equivalence to other grades require confirmation.