40 mm Aluminium Profile Range: Single, Four and Eight Slot Compared

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The 40 series aluminium profile range: 40 x 40 in single, four and eight slot, plus 40 x 80, 40 x 120 and 40 x 160 in standard and heavy wall. One 40 mm slot pitch, one accessory range, 1.30 to 6.60 kg/m.

Wholesale Price Quoted per metre per section against the cut list and finish per metre
Material Aluminium
Alloy Grade 6063-T5
Temper T5
Section Size 40 x 40 to 40 x 160, 40 mm slot pitch
Slot 10.2 mm groove, 8 mm mouth, 40 mm pitch; M6 on 40 x 40, M8 on the beams
Length 6 m stock; cut to list to +/-0.5 mm
Tolerance EN 755-9, wall +/-0.15 mm; straightness 1.5 mm per metre; twist 2 degrees
Surface Mill finish, or anodised AA15 to EN ISO 7599; clear or black
MOQ 150 m total, mixed sections allowed
Lead Time 20 to 30 days after deposit for mill finish, about one week longer for anodising
Loading Port Shanghai / Ningbo
Supply Ability 600 t per month extrusion with in-house anodising
Payment Terms T/T 30% deposit + 70% before shipment | L/C at sight
Trade Terms FOB | CIF | EXW
Certifications Mill certificate per heat, coating report per lot, RoHS and REACH declarations
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Row of 40 series aluminium extrusion sections from 40 x 40 to 40 x 160 showing the slot patterns and depth step
The 40 series is one slot system and six different beams. Choosing between them is a moment of area question first and a slot count question second, and getting that order wrong is how a frame ends up both heavy and flexible.

01What does the range actually contain?

One slot system at a 40 mm pitch, across six section families. At 40 x 40 there are three variants that look similar and behave very differently: a single-slot section with three solid faces, a four-slot section, and an eight-slot section with two slots per face. Above that come the rectangular beams at 40 x 80, 40 x 120 and 40 x 160, each with a standard and a heavy wall version at the larger two sizes.

The slot pitch and the 8 mm mouth are common to all of them, so one accessory range covers the whole series. That is the practical value of staying inside one series even when the sections differ.

SectionSlotsWeightSlot detail
40 x 40 single12.10 kg/m10.2 mm groove, 8 mm mouth, three solid faces
40 x 40 four slot41.30 to 2.35 kg/mM6 slot, 8 mm mouth, 30 mm pitch
40 x 40 eight slot81.70 kg/mTwo per face, 10 mm between centres, M6
40 x 80 heavy63.60 kg/m2 per long face, 1 per short face, 40 mm pitch
40 x 12084.60 kg/m40 mm pitch, outer pair 80 mm apart, M8
40 x 120 heavy85.40 kg/mSame layout, thicker wall
40 x 160105.80 kg/m40 mm pitch, outer pair 120 mm apart, M8
40 x 160 heavy106.60 kg/mSame layout, thicker wall

02Why is the eight-slot 40 x 40 weaker than the four-slot?

Because eight slots in the same 40 mm envelope removes more material than four. The eight-slot section is 1.70 kg/m against the four-slot’s 1.30 to 2.35, and the wall between two adjacent slots on the same face is only about 2 mm. The estimated second moment about either axis drops to roughly 4.5 cm4, against about 7 cm4 for a four-slot at 2.0 kg/m.

So the eight-slot is not a stronger four-slot. It is a four-slot with twice the fixing positions and less than two thirds of the stiffness. That is a legitimate trade for a frame that carries panels and cables, and a bad one for a frame that carries load.

40 x 40 four slot

  • About 7 cm4 estimated, 1.30 to 2.35 kg/m
  • Four fixing faces, one slot each
  • The general purpose default
  • Stiffer per kilogram than the eight slot

40 x 40 eight slot

  • About 4.5 cm4 estimated, 1.70 kg/m
  • Eight slots, two per face, 10 mm apart
  • More fixing positions and cable routes
  • Weaker in bending than the four slot it resembles

03When is the single-slot section the right choice?

When the load path runs through solid metal rather than through a slot. The single-slot 40 x 40 has one 10.2 mm slot and three solid faces, at 2.10 kg/m. Those three faces are flat, uninterrupted and available for mounting a rail, a linear guide or a machined bracket, and there is no slot opening to distort under a bolt.

It is the section for a guide rail base, a carriage, or a member where a face has to stay flat for a running surface. It is a poor choice for a frame corner, because a corner needs slots on two adjacent faces.

04How does the moment of area step up through the range?

The numbers below are estimated on a 2.5 mm nominal wall with the slot openings deducted approximately, and they are what the selection actually turns on. Note that the step from 40 x 40 to 40 x 80 is a factor of about six, and from 40 x 80 to 40 x 120 about three.

SectionI, strong axisWeightI per kg
40 x 40 four slotapprox. 7 cm42.0 kg/m3.5
40 x 40 eight slotapprox. 4.5 cm41.70 kg/m2.6
40 x 40 single slotapprox. 9 cm42.10 kg/m4.3
40 x 80 heavyapprox. 40 cm43.60 kg/m11.1
40 x 120approx. 110 cm44.60 kg/m23.9
40 x 120 heavyapprox. 130 cm45.40 kg/m24.1
40 x 160approx. 235 cm45.80 kg/m40.5
40 x 160 heavyapprox. 280 cm46.60 kg/m42.4

The last column is the one to read. Stiffness per kilogram rises steeply with depth, which is why a 40 x 160 at 5.80 kg/m is far more efficient as a beam than two 40 x 80 at 3.60 each, even though the two 40 x 80 weigh 7.20 kg/m together. Depth beats quantity in bending, always.

05What does the selection matrix look like by span?

For a simply supported beam with a uniform load and an L/360 limit, the spans below are the practical range for each section at a light load. Above the upper figure the deflection governs and the section has to step up.

SectionComfortable spanUpper span at light loadGoverned by
40 x 40 four slot0.6 m0.9 mDeflection
40 x 40 eight slot0.5 m0.7 mDeflection
40 x 40 single slot0.7 m1.0 mDeflection
40 x 80 heavy1.5 m2.0 mDeflection
40 x 1202.0 m2.6 mDeflection
40 x 120 heavy2.2 m2.8 mDeflection
40 x 1602.6 m3.2 mDeflection
40 x 160 heavy2.8 m3.4 mDeflection

Two caveats. These assume a light uniform load; a heavy machine head changes the answer and the calculation has to be done. And they say nothing about vibration: a section that passes deflection at 2 m can still sit on a machine harmonic, which is a separate check with a separate answer.

06What five numbers should be on the enquiry?

A range enquiry needs the span and the load, because that is what picks the section. Everything else is secondary.

Span and support condition
clear span, simply supported or braced
Load and distribution
uniform or point, and the magnitude
Slot count needed
how many fixing faces, which decides between four and eight slot
Whether a solid face is needed
for a rail, a guide or a machined bracket
Finish and cut list
mill or anodised, and the lengths
Sections
40 x 40 single, four or eight slot, 40 x 80, 40 x 120, 40 x 160

Send the span, the load and the slot requirement

  1. 40 series, 40 x 40 four slot and 40 x 80 heavy
  2. Spans 1.2 m and 1.8 m, uniform load 30 kg/m
  3. Mixed order, 60 m of each
  4. Mill finish, cut to list
  5. Slot count noted per member, because corners need two adjacent faces

Tell us the span before the section. The step from 40 x 40 to 40 x 80 is a factor of six in stiffness, and picking the section first usually means picking it twice.

Related sections and categories

The full range is listed under 40 Series Aluminium Profiles. For span tables on the most used beam, see the 40 x 80 mm load page, and for a gantry built from 40 x 80 and 80 x 120, the pairing page.

Is the eight-slot 40 x 40 stronger than the four-slot?

No, it is weaker. Eight slots in the same envelope removes more material, so the estimated second moment drops to about 4.5 cm4 against about 7 cm4 for a four-slot at 2.0 kg/m. The eight-slot gives you twice the fixing positions and cable routes at the cost of a third of the stiffness. It is a panel frame, not a load-bearing one.

Which 40 series section should I use for a 1.5 m span?

40 x 80 heavy at 3.60 kg/m is comfortable at 1.5 m for a light uniform load, and it reaches about 2 m before deflection governs. A 40 x 40 will not do it: the deflection limit takes over well before 1 m. If the load is a machine head rather than a distributed load, run the calculation rather than the table.

Why is stiffness per kilogram so much higher on the deep sections?

Because the second moment of area rises with the cube of the depth, while the mass rises roughly linearly with the perimeter. A 40 x 160 at 5.80 kg/m has about 235 cm4, which is nearly six times a 40 x 80 at 3.60, for 1.6 times the mass. Depth is always more efficient than quantity in bending.

When would I use the single-slot 40 x 40?

When a face has to be solid and flat, such as a linear rail base, a carriage or a machined bracket mounting. It has one slot and three uninterrupted faces at 2.10 kg/m. It is a poor choice for a frame corner, because a corner needs slots on two adjacent faces.

Can I mix sections in one order?

Yes, and most orders do. The slot pitch and the 8 mm mouth are common across the series, so one accessory range covers the whole order. The minimum applies to the total length rather than to each section, and the cut list is what drives the packing.

Send the span, the load and the slot requirement

Give us the spans, how the load is distributed, and how many fixing faces each member needs. We will come back with the sections, the weights and the accessory list for the whole frame.

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