60 x 30 mm six slot PG30 rectangular aluminium strut profile in 6063-T5 with two 8.2 mm grooves per wide face on a 53 mm pitch. For cabinet uprights, wide rails and door frames.
| Material | Aluminium |
|---|---|
| Alloy Grade | 6063-T5 |
| Temper | T5 |
| Section Size | 60 x 30 mm |
| Slot | 6 x 8.2 mm groove, 6 mm mouth, 53 / 30 mm pitch, M8 |
| 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 | 500 |
| Lead Time | 15-25 days after deposit for mill finish |
| Loading Port | Shanghai / Ningbo |
| Supply Ability | 600 t per month |
| Payment Terms | T/T 30% deposit + 70% before shipment | L/C at sight |
| Trade Terms | FOB | CIF | EXW |
| Certifications | ISO 9001:2015 | EN 755-9 | RoHS | REACH |
Structural framing · PG30 rectangular
A 60 x 30 mm six-slot strut profile is a rectangular aluminium extrusion, 60 mm wide and 30 mm deep, with six T-slots. There are two slots on each of the 60 mm faces on a 53 mm pitch, one slot on each 30 mm end face, and the two centre positions sit 30 mm apart. The groove is 8.2 mm with a 6 mm mouth, so it takes 30-series M8 hardware. The centre bore is Ø10 mm tapped M12, the corner holes are Ø4.5 mm tapped M6, and the wall is 2.2 mm at the flange and 8 mm through the web. We extrude it in 6063-T5 and supply it cut, drilled, tapped or machined.
The important thing about a 2:1 rectangle is that it is not a bigger version of a 30 x 30. It is a directional member: standing with the 60 mm dimension vertical it is roughly four times stiffer than the same section lying with the 30 mm dimension vertical. That makes it efficient where the load direction is known and wasteful where it is not — and it makes orientation a decision that has to be made on the drawing, exactly as it is on a flat beam.

Put 60 mm of depth in the load direction and the material is spread far from the neutral axis, so the section is stiff. Turn it 90 degrees and the same material sits half as far out, so the section is roughly four times softer. The section does not care which way it is installed; the load does. So the first thing to settle on any drawing that uses a 60 x 30 is which face is vertical, and that decision then fixes where every fixing goes.
This is also why a 60 x 30 is often a better answer than a 30 x 30 where the available space is rectangular. A cabinet upright, a conveyor side rail, a machine guard post and a wide panel edge all have a tall, narrow space to fill, and a rectangle uses that space more efficiently than a square that has to be oversized to reach the same stiffness.
| Section | Stiffness on edge | Stiffness flat | Weight |
|---|---|---|---|
| 30 x 30, three slot | approx. 3.6 cm4 | approx. 3.6 cm4 | approx. 0.95 kg/m |
| 60 x 30, six slot | approx. 38 cm4 | approx. 9.5 cm4 | approx. 1.40 kg/m |
| 90 x 30, eight slot | approx. 120 cm4 | approx. 12 cm4 | approx. 1.90 kg/m |
The pattern in that table is the whole argument for rectangular sections: going from 30 x 30 to 60 x 30 roughly multiplies the on-edge stiffness by ten while the weight rises by less than half. Going on to 90 x 30 multiplies it again while the weight rises by about a third. Where the depth direction is free, a rectangle is almost always the lighter way to buy stiffness.
An electrical cabinet or a control box is a frame with a door on one side and equipment on the others, and the uprights have to do three jobs at once: hold the cabinet square, carry the door, and provide mounting for everything inside. A 60 x 30 upright on edge does all three because it has a wide, flat, slotted face facing into the cabinet. That face is what makes the difference — it carries two rows of devices side by side without them competing for the same slot.
A rectangular section behaves differently on the saw and on the mill from a square one, and two details are worth building into the drawing before the order goes out.
Selection rule: if the load direction is known, use a rectangle on edge. If the load direction can change, or the member is also acting as a post in compression, a square section is the safer choice because it behaves the same way in both directions.
On edge, roughly ten times stiffer in bending for about half again the weight. Laid flat it is only about two and a half times stiffer. That is the point of a rectangle: it buys stiffness in one direction only, and only if the orientation is right.
Yes, provided the compression load is applied along the member and the section is oriented with the 60 mm dimension facing the load. Where a post has to carry compression and may be loaded from any direction, a square section is safer.
Six. Two on each 60 mm face on a 53 mm pitch, and one on each 30 mm end face. The two centre positions on the wide faces are 30 mm apart, which is what allows two rows of devices on one face.
On edge and lightly loaded, up to about 2 m with an acceptable deflection. Where the member carries a door or equipment, keep the support centres under about 1.2 m and send us the load case for a check.
Yes. We cut to +/-0.5 mm, drill and tap to the cabinet layout, and can supply the uprights bagged by cabinet so the assembler is not sorting members on site.
Tell us the cabinet height, the door weight and what goes inside. We will confirm the orientation and the section, then quote cut lengths, drilling and FOB pricing.
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