
Short answer: HXSCO supplies hot-rolled steel angle, channel, C purlin and flat bar in Q235B, Q355B, S235JR, S355JR and A36 from 20 mm to 400 mm sections, cut to length, galvanized or primed, with EN 10204 certificates.
At a Glance

Sections We Supply
Angles and channels are the backbone of light structural steelwork. They pair with our Steel Plate Supplier, Steel Bar Supplier and Steel Coil Supplier programmes for complete fabrication packages.
- Equal angle — 20×20 to 200×200 mm, 3–20 mm thick.
- Unequal angle — 30×20 to 200×125 mm.
- U channel (UPN / GB) — 50–400 mm web.
- C and Z purlin — 80–300 mm, cold-formed from coil.
- Flat and T bar — 20–150 mm for connections and edging.
Grades & Standards
Q235B and Q355B to GB/T 706, S235JR and S355JR to En 10025 Structural Steel, plus ASTM A36 — the cross-references are in Q235 Vs A36 Steel and S355 Vs S275 Steel. Impact-tested J2 and K2 variants are available per Charpy Impact Test Guide. Beam alternatives are compared in Steel I Beam Vs H Beam.
Finishing & Delivery
Cut-to-length, drilled, notched, hot-dip galvanized per Hot Dip Galvanizing Process or shop-primed after blasting per Shot Blasting Vs Sandblasting. Standard lengths are 6 m and 12 m, bundled and strapped for container loading, with mill certificates per Mill Test Certificate Guide.
Get a Quote
Tell HXSCO your requirements and we will respond with a competitive quote and lead time.
Frequently Asked Questions
HXSCO supplies equal angle from 20×20 mm to 200×200 mm and unequal angle from 30×20 mm to 200×125 mm, in thicknesses from 3 to 20 mm.
Q235B and Q355B to GB/T 706, S235JR and S355JR to EN 10025, and ASTM A36, with impact-tested J2/K2 options.
Yes. We hot-dip galvanize angle and channel to ISO 1461, or shop-prime after blast cleaning, before container shipment.
Standard mill lengths are 6 m and 12 m; we also cut to length and drill or notch to your drawing.
Order Steel Angle & Channel
HXSCO supplies hot-rolled angle, channel, purlin and flat bar in Q235B, Q355B, S355JR and A36, galvanized or primed. Send your section list for a quote.
