Key takeaways
- Hold the frame diagonal to ±1.5 mm over 3,000 mm; a 3 mm diagonal error shows up as a 4 mm door gap at the top corner.
- Weld the frame in a fixture with the diagonals tacked first, and finish both long sides before either short side, or the frame pulls 2–3 mm out of square.
- Use 40 × 40 × 2.0 mm tube to about 1,250 kVA and 50 × 50 × 2.5 mm above it; undersized tube lets the panel plane drum at engine frequency.
- The frame is the canopy datum; dimension panels, doors and louvres from it, never from the base plate edges.
A canopy frame is the only part of the enclosure that every other part is measured against. Doors hang from it, louvres bolt to it, acoustic panels clamp into it, and the base frame carries the alternator and engine mass. When a canopy arrives on site with a 6 mm door gap at the top corner, the panel is rarely at fault. The frame is out of square, and the error was built in at the welding fixture.
On a 3,000 × 1,300 mm canopy for a 1,250 kVA set, the frame carries roughly 23 m² of acoustic panel at 12–20 kg/m², plus doors, louvres and the roof. The whole assembly is lifted at four points and trucked 800 km. Genset canopy frame manufacturing is therefore a stiffness and squareness problem, and both are decided by section size, fixture design and weld order.
What follows is the route we run for Mahindra Powerol canopy programmes, the numbers we hold, and the decisions a design engineer can make on the drawing before the first tube is cut.
What has to be true before a door closes?
The frame must hold three things at once: the diagonal, the panel plane, and the lifting load path. Get the diagonal right and the doors close. Get the plane right and the acoustic panels seat without shimming.
The diagonal is the cheapest measurement in the whole build. On a 3,000 × 1,300 mm rectangle the diagonal is 3,269 mm, and a 3 mm difference between the two diagonals means the frame is about 0.05° out of square. That sounds small until it is multiplied by the 2,100 mm door height: the top of the opening moves sideways by roughly 1.9 mm relative to the bottom, and with a 4 mm nominal gap on each side, one side closes to 2.1 mm and the other opens to 5.9 mm. The latch then has to pull the door in, and the panel skin takes a permanent set.
The panel plane is a different problem. A 1.5 mm CRCA skin bolted to tube at 600 mm centres will deflect under engine vibration, and at 1,500 rpm a 50 Hz forcing frequency sits close to the first mode of a light frame bay. The result is the low-frequency drumming that genset buyers notice before they notice the noise level. Stiffening comes from section size and from panel fixing pitch, not from a thicker skin.
Frame sections and tolerances
The table below is the frame specification we work to. The middle column is what the drawing should call out; the right-hand column is what we hold and where a change of section is cheaper than a change of tolerance.
| Item | What the drawing should state | Ganesh practice or limit | Why it matters |
|---|---|---|---|
| Uprights and rails | 40 × 40 × 2.0 mm hollow section to IS 4923, to 1,250 kVA | 40 × 40 × 2.0 mm; 50 × 50 × 2.5 mm above 1,250 kVA | Section stiffness controls panel drumming |
| Base frame members | Channel or box, 3.0 mm minimum | 100 × 50 × 3.0 mm channel; 3.0 mm box on request | Carries engine and alternator mass plus transport shock |
| Corner joints | Mitred or square-cut with gusset | 2.5 mm gusset both faces, plug welded | A bare butt joint cracks at the toe under lift |
| Frame outside dimensions | Nominal ±2.0 mm | ±1.5 mm on the base, ±2.0 mm overall | Panel overlap and door frame position |
| Diagonal difference | 2.0 mm maximum, measured at equal tension | ±1.5 mm over 3,000 mm | 3 mm diagonal gives a 1.9 mm door shift |
| Panel fixing pitch | 600 mm maximum | 450–600 mm; 500 mm typical | Closer pitch raises the drumming frequency |
| Fixing hole position | ±0.5 mm from frame datum | ±0.5 mm drilled in fixture; ±1.0 mm loose | Panels are punched, so the frame must be tighter |
| Lifting points | 4 points, marked, rated | Fabricated lug from 6 mm plate, welded both sides | Lugs are a lift path, not an accessory |
| Weld size | 4 mm fillet, 25 mm stitch at 75 mm pitch | 4 mm fillet; continuous at corners and lugs | Continuous welds everywhere pull the frame |
| Coating | Polyester powder 60–80 µm, or wet paint | 60–80 µm over seven-tank pretreatment | Frame is the last surface seen when a door is open |
| General tolerance | ISO 2768-1 class m where not stated | ISO 2768-1 class m, tighter on the datum | Keeps the drawing unambiguous |
The lifting row deserves a second look. A canopy for a 1,250 kVA set weighs 3–4 t with the acoustic panels, and the four lugs take that mass plus a dynamic factor during a crane lift onto a trailer. A lug welded on one side only has half the throat it appears to have, and the failure happens at the weld toe in the heat-affected zone, not in the plate.
The route: cut, form, fixture, weld, coat
Cutting tube and plate
Tube is cut on the iron worker or the saw, and plate parts — gussets, lugs, door frames, corner brackets — come off the 12 kW fibre laser on the 40 ft × 16 ft bed. Cutting gussets on the laser rather than a shear means the 45° corner profiles and the plug-weld slots are in the same operation, and the fixture locates on a cut edge instead of a sheared one.
Plate thickness on a canopy frame runs 2.0–3.0 mm for gussets and 6.0 mm for lifting lugs, well inside the laser's 20 mm plate capacity. The 30–40 mm iron worker range covers the heavier base frame details.
Forming the gussets and brackets
Gussets are formed on the 200 T, 5-axis brake with the 4,450 mm bed, which is more capacity than a canopy frame needs and the reason we can fold a 2,440 mm door frame in one hit. Inside radius is 1.0 t, so R3 at 3.0 mm. Flange length follows the rule for the die opening; a 12 mm return on 3.0 mm plate needs a 16 mm V, which is below the 8 t minimum for that thickness and marks the face. The minimum flange length guide has the table by thickness.
Fixture and weld sequence
This is where the frame is won or lost. The fixture locates the four corner posts and both long rails on machined stops, and holds the diagonals with a turnbuckle or a fixed pin pattern.
The sequence we run on a repeat frame: tack all four corners, check the diagonal, then weld the two long sides from the centre outward, then the short sides. Welding one long side to completion before the other pulls the frame into a parallelogram by 2–3 mm, and no amount of post-weld straightening puts the diagonal back without stressing the joints.
Robotic MIG on the three CLOOS cells handles the repeat frames where the fixture is dedicated. Manual MIG/MAG on the 30-plus stations handles one-off sizes, site repair and the lifting lugs, which need a welder's judgement on the root. Fixtures are designed and built in our own tool room, which is why a fixture change for a new canopy size is a drawing and a set of stops rather than a new capital purchase. See fixture-controlled welding for dimensional accuracy for the locating scheme.
Coating and checking
The coated frame goes through seven-tank pretreatment and powder at 60–80 µm. Weld spatter and slag are removed by wire brush and, where the specification allows, by the 16 ft × 16 ft blast chamber. Threads, earth studs and the lifting lug holes are masked.
The final check is a diagonal measurement on the coated frame, a panel fixing hole check with a gauge plate, and a door trial fit on a sample of frames rather than every one. The base frame flatness is checked separately.
Why the roof line moves after the oven
A canopy frame is a light structure and the cure oven is a stress relief it did not ask for. A frame whose diagonals matched within 0.8 mm in the fixture can show a 2.5 mm difference after curing if the weld sequence left residual stress in the corners.
The cure cycle is the first time the whole frame sits at 180–200 °C, and any locked-in stress from a fast weld releases then. Two things reduce the movement: weld the corners in a balanced order so the shrinkage is symmetric, and avoid welding a continuous bead across the full corner where a 25 mm stitch plus a gusset carries the load.
If a programme needs the frame to be dimensionally stable for the life of the tool, the honest answer is a stress-relief anneal before coating. That is a purchased operation for us, quoted separately, and on a canopy frame it is usually unnecessary once the sequence is right.
What the frame actually weighs and costs
The frame is a small share of the canopy's steel and a large share of its labour, which is why the section size is worth arguing about and the weld length is worth designing out.
A 3,000 × 1,300 × 2,200 mm canopy frame takes about 30 m of 40 × 40 × 2.0 mm hollow section: 8.8 m of upright, 17.2 m of top and bottom perimeter rail, and roughly 4 m of mid-rail for door and louvre openings. At 2.4 kg/m that is 72 kg, plus 20–24 gussets and brackets at about 0.3 kg each, so the finished frame lands near 80 kg before coating.
Weld length is the cost driver. A 4 mm fillet at 25 mm stitch and 75 mm pitch puts roughly 0.33 m of weld per metre of joint. Run the joints continuously and the same frame carries three times the weld metal and three times the time, for stiffness it does not need. Continuous welds belong at the corners, the lifting lugs and anywhere a louvre or door frame seats.
Coating area is the other number. Once the canopy is closed, only door jambs, the roof edge and the inner faces of the openings are seen, but the whole 80 kg of frame is pretreated and coated. Bare tube inside a canopy collects condensation, and the rust bleeds down the panels below it. Coating the full frame is cheaper than the warranty conversation that follows a partially coated one.
What Ganesh runs for canopy frames
Canopy frames are cut on the 12 kW fibre laser, formed on the 200 T brake, fixtured in house and welded on the three CLOOS robotic MIG cells, with the 30-plus manual stations taking the lugs, one-offs and touch-up. Coating runs through the seven-tank pretreatment line into the 18 ft × 14 ft powder booth, with DFT and cross-hatch adhesion checks on the first article.
Mahindra Powerol is the canopy reference on our customer list, and the Powerol canopy and base frame work is where the section sizes and the diagonal tolerances quoted here come from. We also build welded base frames and skid bases, covered in welded genset base frames. The rest of the enclosure — louvres, doors, entry panels — is collected under the genset and canopy guides. Both plants, in Vasai and Nagpur, run to ISO 9001:2015 and ISO 14001:2015.
We do not quote a dB(A) figure for the assembled canopy. Frame stiffness influences drumming, but the certified sound level is measured on the complete genset to ISO 8528-10 by the OEM, and a supplier figure would not survive an acceptance test.
What the canopy drawing has to settle
- Frame envelope: length, width and height with the base frame as the datum, not the roof.
- Section sizes for uprights, rails and base members, with the hollow section standard (IS 4923).
- Diagonal tolerance and the measurement method, including tape tension.
- Panel fixing hole positions, pitch and the datum they are dimensioned from.
- Lifting point positions, lug plate thickness and the rated load per point.
- Weld symbols with size and pitch, and which joints are continuous.
- Coating system, DFT and colour, plus the masking schedule for threads and earth studs.
- Whether the frame is trial-fitted with a door and a panel, and which frame in the batch.
The canopy RFQ checklist collects these fields together with the panel and louvre specification, so a single package arrives with the frame drawing.
When a welded frame is the wrong choice
Aluminium canopies reduce mass, and we do form and weld aluminium sheet, but a welded aluminium frame of the same envelope needs larger sections, a different weld procedure and more fixture support, and it moves further in the cure oven than steel. Above about 6 m, a bolted aluminium structure with gaskets is usually the better answer. The aluminium fabrication capability page sets out which aluminium parts we take on.
Hot-dip galvanising after welding is outside our process. A frame built from galvanised tube and sheet and then powder coated is fine; a frame dipped after welding needs the drain and vent holes designed in, and it comes back with a different flatness from the one we measured.
And if the canopy is a single small set that never leaves a plant room, a bolted panel box with no structural frame at all is cheaper. The frame earns its place when there are doors, louvres and acoustic panels to align, or when the set is lifted repeatedly.
If the frame drawing exists, send it with the genset mass and the panel build-up through the genset parts page. We will come back with the section sizes, the fixture approach and the coating route before pricing.
Frequently asked questions
What tube size should a genset canopy frame use?
40 × 40 × 2.0 mm hollow section to about 1,250 kVA, and 50 × 50 × 2.5 mm above that. The section has to carry the acoustic panel mass of 12–20 kg/m² without the flat face drumming at engine firing frequency.
What squareness tolerance can a welded canopy frame hold?
±1.5 mm on the diagonal over a 3,000 mm frame, measured with a tape under equal tension on both diagonals. Below that, the frame needs a machined or post-weld adjustment, which adds a process step.
Why do canopy doors stop closing after painting?
Usually the frame twisted between welding and coating, or the door was fitted before the frame was stress-relieved by a full weld cycle. Check the diagonal after coating, not before, because the oven can move a lightly built frame.
Can the canopy frame be galvanised instead of powder coated?
The frame can be built from IS 277 galvanised sheet and tube and powder coated over it, which is what we do. Hot-dip galvanising after welding is not part of our process, so a dipped frame has to be specified as an outside operation.
Do you weld canopy frames manually or on a robot?
Both. Repeat canopy frames run on the three CLOOS robotic MIG cells with an in-house fixture; one-off sizes and site repair work run on the 30-plus manual MIG/MAG stations.
Sources and further reading
- IS 4923 — Hollow steel sections for structural use, scope and dimensional tolerances · reviewed 3 Nov 2026
- ISO 3834-2:2021 — Quality requirements for fusion welding of metallic materials, comprehensive requirements · reviewed 3 Nov 2026
- ISO 8528-10:2022 — Generating sets, measurement of airborne noise by the enveloping surface method · reviewed 3 Nov 2026
Have a canopy frame drawing and a sound target?
Send the frame drawing, panel build-up, genset mass and the noise level you are designing to. We review the section sizes, weld sequence and coating route before quotation.
Send a drawing

