SettingsSettings for this calculationUS
The total roof run (eave-to-ridge or slope length) the purlins span across.
The distance the purlins are spaced ALONG, which is the slope length from eave to ridge and not the plan run — on a 6/12 roof those differ by 12%. If the drawing gives a plan dimension, convert it before entering. Both the eave and the ridge usually carry a purlin whatever the spacing works out to, which is why the count is one more than the divisions.
The maximum allowable spacing between purlin rows, from the roof panel manufacturer's span table.
Check the metal roof panel's rated maximum support spacing for the applied load — this sets the maximum purlin spacing.
Purlin rows needed
15 rows
- Bays from eave to ridge
- 14
- Purlin row centres, eave to ridge
- 4.71 ft
They open the calculator with your figures already in it
Steel Z/C Purlin Spacing Calculator: 15 rows — shown in imperial, US market. The link sets both, so the result they see is the one on your screen.
Show calculation logicHide calculation logic
How this was calculated
Formula source(s)
- Purlin rows = ceil(roof run length ÷ maximum purlin spacing) + 1, the standard layout method for spacing intermediate roof support members
Inputs used
- Roof Run Length
- 66 ft
- Maximum Purlin Spacing
- 5 ft
Intermediate steps
- Bays from eave to ridge
- 14
- Purlin row centres, eave to ridge
- 4.71 ft
What this calculation does not cover
- The top and bottom rows in this count are not ordinary purlins. At the eaves the member is normally an eave strut or eave beam — a different section, supplied with the frame, carrying the gutter and the head of the side cladding — and at the ridge most systems need a PAIR of purlins, one either side of the apex, to land the sheet end on both slopes and fix the ridge cap. A single row at the top and a purlin priced at the eaves both leave the order wrong.
- Where the sheeting is made up of more than one length up the slope, the end lap has to sit on a purlin and be fixed through it, so the lap line dictates a row position that an even division of the run will not produce. On a long rafter that means either an extra purlin or the whole layout reset from the lap downwards.
- Rows are counted and nothing that holds them straight is. Z and C purlins are slender and torsionally weak, and they need sag rods, bridging or anti-sag ties between rows — commonly one line at mid-span and two over longer spans — to stop them rolling during sheeting and under uplift. The cleats, sleeves and bolts at every rafter sit outside this figure as well.
Estimated cost — your price
This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.
Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.
Sources checked 2026-09-06 · in the site-wide review of 2026-09-06 · v1.0.1
Regulatory standards & verification citations1
- Purlin rows = ceil(roof run length ÷ maximum purlin spacing) + 1, the standard layout method for spacing intermediate roof support members
Cite this page
Your workspace
Most jobs need more than one number. Add the calculators you need next and they open right here, underneath this one — your figures stay on screen and nothing is lost to a page change.