50 x 100 mm six slot aluminium profile at about 5.40 kg/m for dry freight box body framing, with M8 and M10 slots, cut to a body cut list and available anodised for wet and salt exposure.
| Material | Aluminium |
|---|---|
| Alloy Grade | 6063-T5 |
| Temper | T5 |
| Section Size | 50 x 100 mm, six slots |
| Slot | 6 x 10.2 mm groove, 8 mm mouth, 50 mm pitch, M8 and M10 hardware |
| Length | Cut to the body cut list to +/-0.5 mm |
| Tolerance | Cut length +/-0.5 mm, hole position +/-0.2 mm, section to EN 755-9 |
| Surface | Mill finish / clear anodised / black anodised; anodising recommended where the frame meets steel |
| MOQ | 200 m, or one body set, whichever is greater |
| Lead Time | 2 to 3 weeks for mill finish, plus about a week for anodising |
| Loading Port | Shanghai / Ningbo |
| Supply Ability | Extrusion and cut-to-list supply for body builders, with bay kits packed for assembly |
| Payment Terms | T/T 30% deposit + 70% before shipment | L/C at sight |
| Trade Terms | FOB | CIF | EXW |
| Certifications | Material certificate to EN 10204 3.1 on request, dimensional report, RoHS and REACH declarations |

Because it moves, it gets wet, and it is bolted to steel. A 50 x 100 mm aluminium profile used for dry freight box body framing at about 5.40 kg/m replaces roughly 15.7 kg/m of steel for the same envelope, and that weight saving is the whole reason the material is used. The price of it is three failure modes that do not exist on a machine frame standing on a factory floor: vibration loosening, galvanic corrosion, and thermal movement over a 6 m length.
| Failure mode | Where it starts | What it looks like after two years |
|---|---|---|
| Vibration loosening | Slot nuts and bolted joints | Fasteners at less than torque, panels drumming, joints fretting |
| Galvanic corrosion | Any aluminium-to-steel contact, especially wet | White or grey powder at the joint, pitting on the aluminium side |
| Thermal movement | Long members fixed at both ends | Bowed panels, cracked sealant, elongated holes at the fixings |
| Fretting | Two aluminium faces clamped and vibrating | Black oxide smudge, then a loose joint that will not re-tighten |
Notice that none of the four is a section problem. All four are interface problems, and they are solved by detailing rather than by choosing a heavier profile.
About 5.5 mm across a 40 K temperature swing. The arithmetic is short enough to do on the back of an envelope: aluminium expands at roughly 23.1 micrometre per metre per kelvin, so 6 m times 23.1e-6 times 40 K gives 5.5 mm.
The number itself is not the problem; the problem is what happens if both ends are fixed. A 6 m member restrained at both ends develops a compressive stress as it warms, and the first visible symptom is not a buckled beam — it is panels bowing and sealant cracking, because the panel is the least stiff thing in the assembly and it takes the movement.
At every point where aluminium touches a more noble metal and there is an electrolyte. On a truck that means rain, road salt and wash water, and the electrolyte is present most of the time. Aluminium becomes the anode and corrodes, and the corrosion product is a white powder that grows and forces joints apart.
| Interface | Risk | Why | Mitigation |
|---|---|---|---|
| Aluminium to mild steel chassis | High | Large area of steel against a small aluminium area, and it is always wet | Isolate with a rubber or nylon pad, and seal the edge |
| Aluminium to galvanised steel | Moderate | Zinc is closer to aluminium than steel is, but it is consumed first | Isolate, and inspect the zinc layer at each service |
| Stainless steel fasteners | Low to moderate | Small area, but the crevice under the head holds water | Sealant under the head, or bonded washers |
| Zinc plated fasteners | Low | The zinc coating sacrifices itself | Accept it and replace at service, or move to stainless with isolation |
| Aluminium rivet with steel mandrel | High | The mandrel stays in the hole and is the corrosion site | Use a sealed or monobolt type rivet, not a plain blind rivet |
| Aluminium to timber deck | Moderate | Timber holds moisture against the metal | Drainage gap, and treat the timber |
The single most useful rule is do not let bare aluminium touch bare steel in a wet place. A nylon washer and a bead of sealant cost almost nothing and they remove the majority of the risk. Where a large area contact is unavoidable, the aluminium should be the coated side, and the coating should be intact — which is an argument for anodising the frame rather than leaving it mill finish.
There is a design decision hiding in that table. If the body is bolted to a steel chassis, the fasteners are the only electrical path between the two, and they will corrode. Either isolate deliberately and accept that there is no electrical bond, or bond deliberately with a proper earth strap and accept that the fasteners are not the bond. Doing neither is the common failure.
All three are used on aluminium bodies and they are good at different things. The choice usually comes down to whether the joint has to come apart.
Bonding sits between them: a structural adhesive gives a continuous joint, excellent fatigue behaviour and no holes to corrode, and it needs a properly prepared surface, a controlled bond line and a cure that is not rushed. It is the best joint for a panel and the worst joint for anything that has to be taken apart.
A practical combination used on many bodies: frame bolted with slot nuts, panels riveted or bonded to the frame. The frame stays adjustable and repairable, the panels get a continuous joint with no fasteners working loose.
Because a T-slot nut is located by friction on the slot flange, and vibration reduces friction. It is not a bad fastener, it is a fastener being used in a condition it was not designed for. On a machine frame the load is static and the nut is fine; on a vehicle the load reverses thousands of times an hour.
This is where a bolted profile frame earns its cost, and it is worth raising at design stage because it decides the joint type.

Browse 50 Series Aluminium Profiles, 45 Series Aluminium Profiles, Strut Profiles, or see the 50 x 100 mm six slot section for the full section data, and the 45 x 90 mm six slot heavy section for cross members.
For a dry freight box body, yes, and it is about a third of the weight of the equivalent steel. The limiting factors are the chassis interface, the fastener detailing and vibration, not the section strength.
Approximately 5.40 kg/m, against roughly 15.7 kg/m for the same envelope in steel.
About 23.1 micrometre per metre per kelvin, so a 6 m member moves about 5.5 mm across a 40 K swing. One end of every long member has to be free to slide.
Isolate the contact with a nylon or rubber pad and seal the edge. Also use sealed or bonded washers under stainless fasteners, and avoid plain blind rivets with steel mandrels.
Because they are located by friction on the slot flange, and vibration reduces friction. Proper preload plus a thread-locking compound is the control, not a spring washer.
Bolt the frame so a damaged bay can be replaced, and rivet or bond the panels to the frame. A fully riveted frame cannot be repaired without drilling it apart.
Send the chassis interface detail with the enquiry. It is the part that decides whether the body corrodes at the mounting points in two years or in ten.
Overall dimensions, cross member spacing and the chassis interface detail are enough to quote a cut list. Tell us the finish and whether the frame is divided into replaceable bays.
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