
Warehouse span is usually the first number a buyer fixes and the last one they revisit. It gets decided early, from how the racks will be laid out, and then everything else is designed around it: frame weight, foundation, roof drainage, even the crane if there is one.
The trouble is that clear span is never free. Widening it changes the steel tonnage and the foundation, and past a certain point the cost curve stops being gentle.
Clear span is the unobstructed distance between the inner faces of the two columns. It is not the same as centreline spacing, and it is not the building width printed on the drawing.
For a 30m wide warehouse with 400mm columns, the clear span is closer to 29.2m. That difference matters when a racking layout is planned to fit exactly inside, because 800mm of lost width across eight bays is a whole pallet position per row.
Two other dimensions get confused with it. Bay spacing runs along the length of the building — typically 6m, 7.5m or 9m between frames. Eave height sets the working height under the haunch. A building can be long, low and wide, or short, tall and narrow, and the steel cost moves differently in each case.
Steel tonnage per square metre is roughly flat up to about 24m for a portal frame. Between 24m and 30m it starts to climb, and beyond 36m the rise gets steeper, because the rafters deepen and the column base moments grow.
Rough order of magnitude for a single-span portal frame with a 6m bay, no crane, standard snow load:
| Clear span | Typical steel weight | Rafter depth |
|---|---|---|
| 20m | 25–30 kg/m² | 600–700mm |
| 24m | 28–33 kg/m² | 700–800mm |
| 30m | 33–40 kg/m² | 800–1000mm |
| 40m | 45–60 kg/m² | 1200–1500mm |
| 40m+ | 60 kg/m² and up | Truss or rigid frame alternative |
These are planning figures, not design values. Snow load, wind speed and crane capacity all push them. A 30m span under a heavy snow region can weigh more than a 40m span in a mild coastal area.
Up to 24m. The economical zone. Two rows of racking with a wide aisle, or a single open floor. Foundation loads stay modest, and standard hot-rolled sections are enough without built-up plate girders.
A production hall is a different case. There the constraint is usually crane coverage rather than racking, and the span follows the crane rail centres — see the industrial structural steel plant building configuration for how that changes the frame.
Around 30m. The most common request for steel structure warehouses. It gives room for three pallet rows, a forklift aisle and a staging area. Steel cost rises, but a middle column would cost more in lost floor flexibility, so the trade is usually worth it.
40m and above. The span itself is not the problem — the foundation is. A 40m clear span portal frame puts a large overturning moment into a relatively small base plate. Piles or large raft footings become necessary, and that cost often exceeds the steel premium. Where 40m is genuinely needed, a truss or a two-span frame with an internal column line is often cheaper than a pure single span.
Loads first. Snow and wind govern rafter depth more than span does in many regions. A frame designed for 1.5 kN/m² of roof load is a different structure from one designed for 0.5.
Ground conditions second. Soft ground turns a light foundation into an expensive one. If the site investigation shows low bearing capacity, a shorter span with an extra column line can be the cheaper route even though it costs steel.
Future use third. Clear span is expensive to add later and cheap to allow for at the design stage. If there is any chance the building will hold racking, or a crane later, decide the span now rather than widening it in three years.
Clear span is measured to the finished column face, so the cladding build-up matters. Insulated sandwich panels 100mm thick take 100mm out of the clear dimension on each side.
Bracing is not optional in a wide span. A 40m frame relies on the roof and wall bracing system to stay stable during erection, and that bracing has to be installed in sequence, not at the end.
Roof drainage needs a slope decision before the span is fixed. Long spans with a shallow slope and a single drainage direction can end up with a ponding problem in the middle of a bay if the purlin deflection limits are relaxed.
Send a racking layout or a rough internal dimension sketch with your enquiry and the span can be checked against steel weight and foundation cost rather than guessed.
Steel frame prefabrication for long span warehouses — the configuration used when clear span passes 30m
Steel structure warehouse — precast workshop and metal building options
Industrial structural steel plant building — for production halls rather than storage
Industrial steel structure plant — shed design and prefabricated plant workshops
Steel structure office building — where the span is set by floor plate, not racking
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