| Line | Value | How 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 itEverything 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
span ÷ 2 ÷ cos(pitch) long, so the sloped surface is always longer than the plan width. A 10° pitch adds about 1.5%.roof slope length ÷ purlin spacing spaces needs one more purlin than spaces: the first sits at the eave, the last at the ridge.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.