90 x 45 mm six-slot heavy aluminium strut profile with 10.2 mm grooves and a 10 mm mouth for M10 accessories. Heavy rectangular load beam for machine frames and gantries.
| Material | Aluminium |
|---|---|
| Alloy Grade | 6063-T5 |
| Temper | T5 |
| Section Size | 90 x 45 mm |
| Slot | 6 x 10.2 mm groove, 10 mm mouth, 45 mm pitch, 2 per 90 mm face and 1 per 45 mm face, M10 |
| Length | 6 m stock, cut to drawing to +/-0.5 mm |
| Tolerance | EN 755-9 / GB/T 6892, wall +/-0.15 mm |
| Surface | Mill finish / clear anodised / black anodised |
| MOQ | Made to order; small trial lengths available from stock offcuts |
| Lead Time | Typically 2 to 3 weeks for mill finish, about a week longer for anodising |
| Loading Port | Shanghai, Ningbo, Qingdao |
| Supply Ability | Extrusion capacity for standard and custom dies, with in-house cutting, machining and anodising |
| Payment Terms | T/T 30 per cent deposit, balance against copy of bill of lading; L/C at sight for larger orders |
| Trade Terms | FOB, CIF, CFR, EXW |
| Certifications | Mill certificate to EN 10204 3.1 on request, RoHS and REACH declarations |
The 90 mm depth and the heavy wall. When the 90 mm face is vertical (the strong axis), the second moment of area is around 52 cm4, which is about six times the 45 x 45 mm section. That lets it span much further under a given load, which is why it is used as the load beam in machine frames and gantries.
Because bending stiffness scales with the cube of the depth. With the 90 mm face vertical, the section is 52 cm4; with it horizontal, the depth is only 45 mm and the stiffness drops to about 14 cm4, a factor of 3.7. Using the beam the wrong way round throws away most of its strength.
The 45 series has a 10 mm mouth and M10 accessories, against the 40 series 8 mm mouth and M8. For a heavy beam, the larger M10 fasteners give higher per-slot pull-out, which matters when the beam carries a heavy head or a loaded carriage.
| Item | Value | Note |
|---|---|---|
| Envelope | 90 x 45 mm rectangular | depth 90 mm, width 45 mm |
| Slots | 6 | 10.2 mm groove, 10 mm mouth |
| Slot layout | 2 per 90 mm face, 1 per 45 mm face | 45 mm pitch |
| Fasteners | M10 | larger than the 40 series M8 |
| Strong-axis I | approx. 52 cm4 | 90 mm face vertical |
| Weak-axis I | approx. 14 cm4 | 90 mm face horizontal |
| Weight | approx. 4.85 kg/m | from published specification |
| Alloy | 6063-T5 | EN AW-6063 |
| Standard | EN 755-9 / GB/T 6892 | wall tolerance +/-0.15 mm |
| Length | 6 m stock | cut to drawing to +/-0.5 mm |
The 90 x 45 mm section is strongly directional. The stiffness depends on which way the depth points, and the difference is close to a factor of four.
| Orientation | Depth (mm) | I (cm4) | Deflection at 500 N, 1 m span |
|---|---|---|---|
| 90 mm face vertical (strong) | 90 | approx. 52 | 0.32 mm |
| 90 mm face horizontal (weak) | 45 | approx. 14 | 1.2 mm |
That is why the beam is almost always used with the 90 mm face vertical, as a load beam spanning between columns. The 45 mm width is then the flange, and the two slots on each 90 mm face carry the fixings along the top and bottom edges.
The same section is used three ways, and the limits are different for each.
| Use | Orientation | Typical span | Typical load |
|---|---|---|---|
| Column (vertical member) | either | up to 3 m | compression, up to 25 kN |
| Load beam (horizontal) | 90 mm face vertical | up to 2 m | 500 N to 2 kN centre |
| Diagonal brace | either | bay diagonal | tension or compression, up to 15 kN |
As a column, the beam is limited by buckling, not bending, so orientation matters less. As a beam, it must be oriented with the 90 mm face vertical. As a brace, it carries axial load and both orientations are acceptable, though the strong axis is still preferred where a moment may develop.
The 90 x 45 beam is usually joined to a 45 x 45 or 90 x 45 column with a corner bracket or a machined end plate. Because the beam carries moment, a plain slot nut joint at the corner is not enough; the joint needs a bracket that spreads the load across the full depth of the beam.
For a gantry, the beam is often tapped at both ends and bolted directly to the uprights with an end plate, which gives the stiffest joint.
| What goes wrong | Why it happens | Design it out by |
|---|---|---|
| Beam is installed on the weak axis | the 90 mm face is horizontal, so depth is only 45 mm | orient the 90 mm face vertical for any spanning member |
| Beam deflects under a moving load | the span is too long for the 52 cm4 stiffness | add an intermediate column, or step up to a 90 x 90 section |
| Corner joint opens under moment | a plain slot nut joint cannot carry the beam end moment | use a heavy corner bracket or a machined end plate across the full depth |
| Nut pulls out at the loaded head | the M10 nut is overloaded at a single point | use multiple nuts along the slot, and a through-bolt at the load point |
| Beam twists under an off-centre load | the rectangular section has low torsional stiffness | keep the load centred, or add a torsional brace across the section |
Around 52 cm4 with the 90 mm face vertical. With the 90 mm face horizontal, it drops to about 14 cm4, so orientation is critical.
M10 slot nuts, T-bolts and cover strips from the 45 series range. The 10 mm mouth is larger than the 40 series 8 mm mouth.
Yes. As a column it is limited by buckling, and both orientations are acceptable. It carries compression up to about 25 kN over a 3 m height.
With a heavy corner bracket or a machined end plate across the full 90 mm depth. A plain slot nut joint is not stiff enough at the beam end.
Approximately 4.85 kg/m, from the published product specification.
Yes. Clear, black, champagne and bronze at 10 to 15 micron.
Send those six items and the quotation comes back with the extrusion price, the cutting and machining charge, the finish surcharge and the lead time broken out separately. Browse the full aluminium profile catalogue and the 45 series aluminium profiles range.
Send the section, the cut list, the end preparation and the finish. We quote extrusion, cutting and machining as separate lines.
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