Equal leg aluminium angle profiles from 20 x 20 mm to 100 x 100 mm in 6061-T6 and 6063-T5. Solid L-sections for corner gussets, braces and frame reinforcement.
| Material | Aluminium |
|---|---|
| Alloy Grade | 6061-T6 / 6063-T5 |
| Temper | T6 |
| Section Size | 10 x 10 mm to 100 x 100 mm |
| Slot | Not applicable, these are solid angle sections with no slot |
| Length | Saw cut to length, ends square or 45 degree mitre, +/-0.5 mm |
| Tolerance | EN 755-9, wall +/-0.15 mm |
| Surface | Mill finish / clear anodised / black anodised |
| MOQ | Made to order; small quantities from stock |
| Lead Time | Typically 1 to 2 weeks for cutting and drilling, plus a week for anodising |
| Loading Port | Shanghai, Ningbo, Qingdao |
| Supply Ability | In-house saw cutting, drilling and CNC machining capacity |
| Payment Terms | T/T 30 per cent deposit, balance against copy of bill of lading |
| Trade Terms | FOB, CIF, CFR, EXW |
| Certifications | Mill certificate to EN 10204 3.1 on request, RoHS and REACH declarations |
An L-shaped extrusion where both legs are the same length, from 20 x 20 mm up to 100 x 100 mm. Unlike T-slot strut profiles, the angle is a solid section with no groove, so it is used for corner gussets, braces and reinforcement rather than for sliding fasteners along a slot.
From 20 x 20 mm up to 100 x 100 mm in leg length, with the wall thickness rising with the size. The smallest (20 x 20 x 1.5 mm) weighs about 0.07 kg/m and the largest (100 x 100 x 15 mm) weighs about 5.13 kg/m. The thicker the wall, the more bending moment the angle can carry.
6061-T6 is the stronger alloy and is the default for a loaded corner or brace. 6063-T5 is softer but weldable and easier to anodise to a clean finish, so it is chosen when the angle is welded or when appearance matters more than strength. Section 04 gives the selection rule.
| Size (mm) | Typical wall (mm) | Weight (kg/m) | Typical use |
|---|---|---|---|
| 20 x 20 | 1.5 to 3 | 0.07 to 0.30 | instrument frames, small brackets |
| 30 x 30 | 2 to 4 | 0.30 to 0.60 | display frames, light gussets |
| 40 x 40 | 3 to 5 | 0.60 to 1.0 | general frame corners |
| 50 x 50 | 4 to 9 | 1.0 to 2.5 | medium duty gussets, braces |
| 100 x 100 | 8 to 15 | 4.0 to 5.13 | heavy duty corners, diagonal braces |
The weight figures span the available wall range for each size. The exact weight depends on the wall you select. Ask for the specific section weight on the quotation when the figure feeds a transport or lifting calculation.
Angle and T-slot strut profile solve different problems. The T-slot is for building a frame with sliding, adjustable joints. The angle is for reinforcing a frame at the corners, where a solid L-section carries a moment across the joint better than a slotted face.
The angle is cheaper per metre than T-slot profile of the same size, because the L-section is simpler to extrude and has no groove geometry to hold. For a joint that only needs a solid corner, the angle is usually the lower-cost choice.
| Property | 6061-T6 | 6063-T5 |
|---|---|---|
| Tensile strength | approx. 290 MPa | approx. 185 MPa |
| Yield strength | approx. 240 MPa | approx. 145 MPa |
| Weldability | good (needs filler) | very good |
| Anodising finish | good | excellent, cleaner colour |
| Cost | slightly higher | lower |
| Best for | loaded corners and braces | welded or visible trim |
The rule is simple: if the angle carries a structural load, use 6061-T6. If it is welded or anodised for appearance, use 6063-T5. The two are close in price, so the decision is usually about strength versus finish.
The most common structural use of angle is a diagonal brace. The brace spans the corner of a frame and carries axial load (tension or compression) to stop racking. The limit is the brace’s own buckling length.
| Angle size | Max brace length (m) | Approx. axial load at limit |
|---|---|---|
| 20 x 20 x 3 | 0.4 | up to 0.5 kN |
| 30 x 30 x 4 | 0.7 | up to 1.5 kN |
| 50 x 50 x 9 | 1.2 | up to 5 kN |
| 100 x 100 x 15 | 2.0 | up to 20 kN |
These are indicative limits for a brace pinned at both ends. For a brace under compression, keep the slenderness low by choosing a thicker wall or a shorter brace. Section 07 lists the failure modes to design out.
| What goes wrong | Why it happens | Design it out by |
|---|---|---|
| Bolt tears out at the hole edge | edge distance is under 2x the hole diameter | keep the edge distance at least 2x the bolt hole diameter |
| Brace buckles under compression | the brace is too slender for its length | shorten the brace or step up the wall thickness |
| Joint opens at the corner | the angle is under-sized for the moment | check the section modulus, or use two angles back to back |
| Anodising colour mismatch | the angle and frame are anodised in different runs | specify a single anodising run for angle and frame |
| Galvanic corrosion with steel bolts | steel bolts in aluminium without isolation | use stainless fasteners or isolating washers on exposed joints |
Equal leg angles from 20 x 20 mm up to 100 x 100 mm, with wall thickness from 1.5 mm up to 15 mm. Weight spans 0.07 kg/m to 5.13 kg/m.
6061-T6 for structural corners and braces; 6063-T5 for welding or a cleaner anodised finish.
Yes. The angle is supplied as cut lengths and drilled to your drawing, with the hole pattern, bolt size and edge distance you specify.
Usually yes for a solid corner, because the L-section is simpler to extrude and has no groove. For an adjustable sliding joint, T-slot is the right tool.
Yes. Mill or anodised. 6063-T5 gives the cleanest anodised colour.
Saw cutting and drilling to drawing typically one to two weeks, plus a week for anodising.
Send those six items and the quotation comes back with the material, cutting, drilling and finish broken out separately. Browse the full aluminium profile catalogue and the angle profiles range.
Send the sizes, alloy, cut list and finish. We quote material, cutting, drilling and anodising as separate lines.
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