Small I-beams
Sections under 3 in (about 12 – 60 mm deep) in 6063-T5 or 6061-T6 for display frames, models, light machinery, doors and fixtures.
Aluminium I-beams are extruded structural sections with two flanges joined by a web, giving high bending stiffness for their weight and a corrosion-resistant member that needs no painting. Metline supplies Aluminum Association and American Standard I-beams from 3 to 12 inches deep, small and metric sections, and custom beams, mainly in 6061-T6, to customers worldwide.

An I-beam puts most of its material in the flanges, as far from the centre as possible, where it does the most work resisting bending. The web keeps the flanges apart and carries shear. The result is a member that is stiff and strong in one direction for very little weight.
Aluminium I-beams are extruded rather than rolled. That has two practical consequences. First, the shape can be optimised: the Aluminum Association (AA) standard I-beam was designed specifically for aluminium, with parallel flanges, generous fillets and a better strength-to-weight ratio than a copy of a steel shape. Second, custom beams with ribs, slots or bolt channels can be made by building a new die, which is far cheaper than new rolls.
An aluminium I-beam weighs about one third as much as a steel beam of the same size and does not rust, so it is used where weight is paid for every day (trailers, boats, vehicles, mobile structures, cranes and gantries) or where corrosion and maintenance dominate (marine, chemical plant, coastal buildings, platforms and walkways). Its modulus of elasticity is also about one third of steel, so beams are sized for deflection as much as for strength.
AA I-beams have parallel inner flange faces of uniform thickness, which makes bolted connections simpler because no tapered washers are needed. Each nominal size is produced in a light and a heavy weight. Values below are nominal dimensions and section properties about the strong (x) axis, calculated for 6061 at a density of 2.70 g/cm³.
| Depth × width (in) | Flange / web (in) | Weight lb/ft | Weight kg/m | Area (in²) | Ix (in⁴) | Sx (in³) |
|---|---|---|---|---|---|---|
| 3 × 2.5 | 0.20 / 0.13 | 1.64 | 2.44 | 1.39 | 2.2 | 1.49 |
| 3 × 2.5 | 0.26 / 0.15 | 2.03 | 3.02 | 1.73 | 2.7 | 1.81 |
| 4 × 3 | 0.23 / 0.15 | 2.31 | 3.44 | 1.97 | 5.6 | 2.81 |
| 4 × 3 | 0.29 / 0.17 | 2.79 | 4.16 | 2.38 | 6.7 | 3.36 |
| 5 × 3.5 | 0.32 / 0.19 | 3.70 | 5.51 | 3.15 | 13.9 | 5.58 |
| 6 × 4 | 0.29 / 0.19 | 4.03 | 6.00 | 3.43 | 22.0 | 7.33 |
| 6 × 4 | 0.35 / 0.21 | 4.69 | 6.98 | 3.99 | 25.5 | 8.50 |
| 7 × 4.5 | 0.38 / 0.23 | 5.80 | 8.63 | 4.93 | 42.9 | 12.25 |
| 8 × 5 | 0.35 / 0.23 | 6.18 | 9.20 | 5.26 | 59.7 | 14.92 |
| 8 × 5 | 0.41 / 0.25 | 7.02 | 10.45 | 5.97 | 67.8 | 16.94 |
| 9 × 5.5 | 0.44 / 0.27 | 8.36 | 12.44 | 7.11 | 102.0 | 22.67 |
| 10 × 6 | 0.41 / 0.25 | 8.65 | 12.87 | 7.35 | 132.1 | 26.42 |
| 10 × 6 | 0.50 / 0.29 | 10.29 | 15.31 | 8.75 | 155.8 | 31.16 |
| 12 × 7 | 0.47 / 0.29 | 11.67 | 17.37 | 9.93 | 255.6 | 42.60 |
| 12 × 7 | 0.62 / 0.31 | 14.29 | 21.27 | 12.15 | 317.3 | 52.89 |
Section properties are published in the Aluminum Association Aluminum Design Manual. Use the manual or your design code to check strength and deflection; values here are for selection only.
American Standard I-beams follow the proportions of the steel S-shape, with tapered inner flange faces (about 16.7 % slope) and a narrower flange than the AA section. They are specified where an aluminium beam must replace a steel S-beam with the same outside dimensions, or match existing connections.
| Depth (in) | Flange width (in) | Web (in) | Approx. weight lb/ft | Approx. kg/m |
|---|---|---|---|---|
| 3 | 2.330 | 0.170 | 1.96 | 2.92 |
| 4 | 2.660 | 0.190 | 2.64 | 3.93 |
| 5 | 3.000 | 0.210 | 3.43 | 5.10 |
| 6 | 3.330 | 0.230 | 4.30 | 6.40 |
| 8 | 4.000 | 0.270 | 6.35 | 9.45 |
| 10 | 4.660 | 0.310 | 8.76 | 13.04 |
| 12 | 5.000 | 0.350 | 10.99 | 16.36 |
Approximate weights for the lightest section at each depth in 6061; heavier sections exist at several depths. Confirm exact dimensions on the drawing before ordering.
Sections under 3 in (about 12 – 60 mm deep) in 6063-T5 or 6061-T6 for display frames, models, light machinery, doors and fixtures.
Sections such as 50 × 30 mm to 200 × 100 mm made to metric drawings, usually in 6061-T6 or 6082-T6 for European and Asian projects.
Heavier-web beams, typically 4 – 12 in deep, in 6061-T6 for trailer frames that are repeatedly immersed in salt water.
Flange width close to the depth, giving better resistance to lateral buckling for columns and unbraced spans.
Extruded beams with a top channel for timber nailers or bolt slots, used in concrete formwork and scaffolding.
Integrated bolt channels, ribs or interlocking edges made from a new die for repeat applications such as bridge decks, platforms and vehicle floors.
| Alloy and temper | Min. tensile | Min. yield | Notes |
|---|---|---|---|
| 6061-T6 / T6511 | 260 MPa / 38 ksi | 240 MPa / 35 ksi | Standard structural alloy for AA and American Standard beams |
| 6082-T6 | 290 – 310 MPa | 250 – 260 MPa | European structural equivalent, slightly stronger in thick sections |
| 6063-T6 | 207 MPa / 30 ksi | 172 MPa / 25 ksi | Small and architectural beams with a fine finish |
| 6005A-T6 | about 255 – 270 MPa | about 215 – 225 MPa | Complex or thin-walled custom beams; extrudes more easily than 6061 |
| 5083-H111 | about 270 MPa | about 110 MPa | Marine structures; excellent seawater resistance and keeps properties after welding |
6xxx values are specified minimums from ASTM B221 and EN 755-2 for typical wall thickness bands; 5xxx values are indicative.
ASTM B308 covers 6061-T6 standard structural profiles (I-beams, channels, angles and tees) produced by extrusion and is often called up alongside B221 on structural drawings. For aerospace and defence orders, AMS-QQ-A-200/8 and /16 are used.
| Property | 6061-T6 aluminium I-beam | Structural steel I-beam |
|---|---|---|
| Density | 2.70 g/cm³ | 7.85 g/cm³ |
| Modulus of elasticity | about 69 GPa | about 200 GPa |
| Minimum yield (typical grade) | 240 MPa | 250 – 355 MPa |
| Corrosion protection | Not normally needed | Paint or galvanising required |
| Weight for equal stiffness | About half of steel when the section is made deeper | Baseline |
| Shape freedom | Custom extrusion dies at moderate cost | Limited to rolled shapes or fabrication |
For a beam designed to the same deflection, the aluminium section must be deeper or heavier in proportion than steel, but because aluminium is one third the density, the finished beam is still typically around half the weight. Where depth is fixed and deflection governs, steel may be the more economical choice.
AA I-beams have parallel flanges of uniform thickness and were designed for aluminium, giving more strength per kilogram and simpler bolted joints. American Standard I-beams copy the steel S-shape with tapered flanges and are used when replacing steel beams of the same size.
A 6 × 4 in AA I-beam weighs about 4.03 lb/ft (6.0 kg/m) in the light section, and an 8 × 5 in beam about 6.18 lb/ft (9.2 kg/m). Weight scales with cross-sectional area at 2.70 g/cm³.
6061-T6 has a minimum yield of 240 MPa, close to mild steel, but it is only about one third as stiff. For the same deflection the aluminium beam must be deeper, yet it usually still weighs around half as much.
Most are 6061-T6. 6082-T6 is common in Europe, 6063 is used for small architectural beams, and 5083 or 5086 for marine structures.
Yes, by MIG or TIG. The heat-affected zone of 6061-T6 loses strength to about 165 MPa tensile, so welded joints are designed with reduced allowable stresses or bolted instead.
Standard mill lengths are about 20 – 25 ft (6 – 7.6 m), with longer lengths possible for some sections. Beams can be cut to any length and drilled or coped to drawing.
Send the section, alloy, lengths and quantity, and we will confirm availability, certification and a delivered price.