Transition joining plate that joins a 40 mm member to an 80 mm member at 90°, letting a frame mix a light rail with a heavy leg or spine.
| Material | Die-cast aluminium ADC12 or machined 6063-T5 |
|---|---|
| Alloy Grade | ADC12 die-cast or 6063-T5 |
| Temper | custom |
| Section Size | 40 mm member to 80 mm member |
| Slot | 8 mm slot; 3 + 3 M8 T-nuts |
| Length | Plate 120 x 120 x 40 mm |
| Tolerance | ±0.25 mm on bolt slot positions |
| Surface | Anodised or powder coated |
| MOQ | 300 |
| Lead Time | 20-30 days after deposit |
| Loading Port | Shanghai / Ningbo |
| Supply Ability | 60,000 pcs per month |
| Payment Terms | T/T 30% deposit + 70% before shipment | L/C at sight |
| Trade Terms | FOB | CIF | EXW |
| Certifications | ISO 9001:2015 | ISO 14001 | RoHS | REACH |
Joining plates · Mixed sections
This plate joins a 40 mm member to an 80 mm member at 90°. It exists because good frames are not built from one profile size: the legs and the main spine carry the load and are heavy, while the rails, dividers and panel supports carry almost nothing and are light. Using 80 series everywhere wastes material and weight; using 40 series everywhere makes the frame flexible. The transition plate lets the two coexist.
The engineering question with a mixed-section joint is alignment. A 40 mm member and an 80 mm member have different widths, so the joint is asymmetric and the plate has to decide where the light member sits relative to the heavy one — flush with one face, or centred. That choice affects both the appearance of the frame and how the load travels through the joint.
| Alignment | Effect | Used when |
|---|---|---|
| Flush with the outer face | Light member sits flush with one side of the heavy member | Panels or cladding run on that face |
| Centred on the heavy member | Light member is centred, leaving an equal step each side | Symmetrical appearance required |
| Offset to the slot | Light member aligned so its slot lines up with a slot on the heavy member | Cable or a long accessory runs across the joint |
| Stepped | Light member set back deliberately | Panels of different thickness on each face |
An 80 × 80 profile has roughly eight times the second moment of area of a 40 × 40, so for the same span it deflects about an eighth as much. That is why a heavy leg or spine in 80 series transforms the stiffness of a frame at a fraction of the weight that an all-80 frame would cost.
The trade is that the 80 mm member is heavier and its slot is further from the member face, so accessories on it need a longer bolt. The transition plate is what makes the mix practical, and the frame ends up both stiffer and lighter than an all-40 design — which is why the arrangement is standard on machine frames.
Practical point: decide the alignment at the drawing stage and put it on the drawing. A mixed-section joint that is aligned differently at different corners of the same frame looks like a mistake and often is one — it usually means a panel will not sit flat.
Yes, provided the 40 × 80 member is being used as the heavy member. Confirm the section orientation on the drawing, because a 40 × 80 can present either a 40 mm or an 80 mm face to the joint.
It depends on the panels. Flush with the face that carries the cladding is the usual answer; centred is used where the frame is seen from both sides and symmetry matters.
Yes, and often more than at a same-section corner, because the offset makes the joint less naturally stiff.
Yes. That is the most common use of this plate — a 40 × 80 leg carrying 40 × 40 rails.
Yes. The bolt positions can be set to whatever alignment the frame needs, quoted from the drawing.
Tell us the two profiles and how the light member should sit against the heavy one. We will confirm the plate, the bolt pattern and the alignment, and return FOB pricing within one working day.
Request a Quote