Equal-leg rolled angles with thickness, hole faces and cut marks defined
We supply hot-rolled equal steel angles for bracing, connection parts and general fabrication orders. Equal leg lengths provide the same nominal fixing width on both sides, while thickness determines a separate section size and mass. Full lengths and drawing-prepared pieces are quoted with their material grade and surface requirement.
| Designation | Both leg dimensions and nominal thickness |
|---|---|
| Material | ASTM, EN or JIS grade named with its standard |
| Product form | Hot-rolled L section with rolled root radius |
| Preparation | Plain cut lengths or drawing-defined holes and ends |
| Surface treatment | Bare, painted or specified hot-dip galvanizing |
| Identification | Angle size, material reference and part mark |
The selected 100 × 100 mm reference group shows how thickness changes the section.
| Angle designation | Long leg (mm) | Short leg (mm) | Thickness (mm) | Nominal mass (kg/m) |
|---|---|---|---|---|
| L100 × 100 × 6 | 100 | 100 | 6 | 9.26 |
| L100 × 100 × 7 | 100 | 100 | 7 | 10.7 |
| L100 × 100 × 8 | 100 | 100 | 8 | 12.2 |
| L100 × 100 × 10 | 100 | 100 | 10 | 15.0 |
| L100 × 100 × 12 | 100 | 100 | 12 | 17.8 |
| L100 × 100 × 16 | 100 | 100 | 16 | 23.2 |
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Selected EN equal-angle nominal dimensions and steel masses from the ArcelorMittal reference. The table shows complete rolled-profile selections. The quotation identifies the supplied sizes and quantities; inch-series requests retain their own complete dimensional designations.
Hot-rolled angles have an internal root radius. A sharp-cornered bent plate of the same outside dimensions is a different product and can have different section properties.
The material line identifies A36, A572 Grade 50 or the specified EN grade alongside the angle dimensions. The corresponding material record establishes the supplied steel identity.
Metric and inch series retain their own dimensional designations. The order identifies that system before thickness, hole gauges and mating parts are finalized.
Equal legs look interchangeable before preparation. Once holes or notches are added, the marked face and reference end establish the hand of the part.
The connection drawing sets the plate’s clearance from the rolled heel, together with hole gauge and end distance. These dimensions use the actual angle and mating part.
Double-angle members need their spacing, separators and connecting arrangement defined. Two loose angles and a completed fabricated pair remain separate order scopes.
Brace schedules identify the angle size, member length and end attachment. Hole preparation can follow the gusset detail while preserving the member marks needed at assembly.
Short angle pieces can have different hole patterns on each leg. The cut list keeps those part drawings separate from full-length material supplied for later shop work.
Profile checks cover both leg dimensions, thickness and rolled geometry. Recording all three size dimensions distinguishes angles that share the same outside widths.
Prepared-part checks identify the drawing datum and the leg carrying each feature. The inspection retains handed orientation, hole position and diameter together.
Material references and member marks remain linked when angles are cut or coated. Small parts use an agreed identification method suitable for their size.
Our quote separates full material lengths from cut-part quantities and preparation. Usable remnants are treated according to the agreed commercial arrangement.
Nested bundles are supported and separated for handling. Prepared angle parts are grouped by their actual mark so similar-looking pieces can be reconciled at receiving.
Reference kg/m supports the theoretical steel total. Piece counts, cut lengths, coatings and packing remain visible where they affect the final quantity or shipment mass.
A bent part follows its forming route, corner geometry and material drawing. A hot-rolled equal angle follows its complete rolled-section designation and the applicable product requirements.
An open L section has different stiffness about its axes. The structural design uses the member’s orientation, load case and connection arrangement to establish its resistance.
Yes, when that datum and the hole position are defined on the drawing. The detail retains the relevant rolled corner, leg thickness and access needed for the connection.
Each scheduled profile retains its exact leg dimensions, thickness and corner geometry. The project requirements identify which profiles belong in each member group.
The order agrees a usable mark, tagged group or controlled container reference for the small parts. That reference links each cleat group to its drawing revision and material record.
The schedule states whether the quantity counts individual lengths or assembled pairs. A pair also identifies its spacing, connectors and fabrication scope, keeping material and assembly counts clear.
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Send both leg dimensions, thickness, material grade, lengths and quantities. Attach the cut-part drawings for holes or built-up pairs so our offer separates material from preparation.