Johnny, steel structure supplierJohnnySteelSteel structure supplier · China

Cladding and purlin takeoff

Roof sheets, wall sheets, purlin rows and net area — from dimensions you already have
Preliminary takeoff · not a quotation
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Johnny, steel structure supplier
Design by Johnny Export engineer at Hebei Hongji Shunda, writing on steel buildings for Africa and South America.
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Building and sheet data

These are example values, not a recommendation. 24 × 60 m building, 8 m eave, 10° pitch, 24 m² of openings, 1.000 m cover width, 1.5 m purlin spacing, 0.20 m end lap. Type over every one of them with your own figures — especially the cover width, which is specific to the sheet profile you buy.

The one input we will not guess

  • Effective cover width is the distance one sheet actually covers after the side lap — not the flat width before forming. It changes with profile and thickness.
  • Read it from the sheet supplier's data for the profile you are buying. Two profiles of the same nominal width can cover differently.
  • If you order against a guessed figure, you either buy short or you buy waste. This page will not fill that number in for you.

Takeoff

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sheets, roof and wall together
Net cladding area
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Purlin rows
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Purlin total length
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LineValueHow it comes out

Send the span, the length and the sheet profile. We confirm the takeoff against the actual layout.

Ask about this building → or e-mail it

What this takeoff leaves out

  • Ridge, eave, corner and opening flashings; fixings, sealant and closure strips.
  • Wall girts and any secondary steel other than roof purlins.
  • Sheet thickness, coating and profile — quantities here do not depend on them.
  • Sheet layout at hips, valleys and curved work. The figure is a straight-run takeoff; the shop drawing governs.

How these numbers are worked out

Everything below is arithmetic on the eight inputs. Nothing is drawn from a table of typical values, so you can rework any line by hand or in a spreadsheet.

Areas

roof slope length = (clear span ÷ 2) ÷ cos(pitch) roof area = 2 × roof slope length × building length wall area = 2 × (clear span + building length) × eave height net area = roof area + wall area − openings

Sheets

sheet run (m) = net area ÷ effective cover width × 1.05 roof pieces = 2 × building length ÷ effective cover width, rounded up, then × 1.05 wall pieces = perimeter ÷ effective cover width, rounded up, then × 1.05 roof piece length = roof slope length + end lap wall piece length = eave height

Purlins

purlin rows per slope = roof slope length ÷ purlin spacing + 1 purlin rows total = 2 × rows per slope purlin length = rows total × building length
  1. Why the roof area is larger than the floor. On a gable with the ridge at mid-span, each slope is span ÷ 2 ÷ cos(pitch) long, so the sloped surface is always longer than the plan width. A 10° pitch adds about 1.5%.
  2. Why sheets are counted per surface, not from the area alone. A roof sheet runs up the slope and a wall sheet runs up the eave, so the two surfaces are counted separately and each is rounded up. That is why the piece count lands slightly above the area ÷ cover width check shown in the table.
  3. Where the 1.05 comes from. Five per cent cutting and lapping allowance on every run. It is an allowance, not a measurement — on a building with many openings or a short run, the real waste is often higher.
  4. Why the purlin count adds one. A run of roof slope length ÷ purlin spacing spaces needs one more purlin than spaces: the first sits at the eave, the last at the ridge.
  5. What governs in the end. Your shop drawing. This page exists so you can size a budget and a delivery before that drawing exists, not so you can order from it.

Ready to check it against a real layout

  • Send the eight numbers above plus the sheet profile you intend to buy.
  • We return the takeoff with flashings and fixings counted, and flag anything the straight-run method misses.
Quantities only. This page carries no price, no lead time and no commitment — those follow a drawing. Last reviewed 2026-10-29.

Next stepSend the site and what it will hold. We confirm the span, the bay spacing and the cladding against it — before anything is drawn.