Lintel Quantity Calculator
Enter opening width, quantity and wall thickness to get lintel length, concrete volume, formwork and a suggested depth.
With the default inputs: Opening width 1.2 · Number of openings 10 pcs · Wall thickness 0.24 etc.Total lintel length 17.0 m
Edit the inputs below to recalculate.Inputs
Result
| Length per lintel | 1.70m |
| Depth used | 0.15m |
| Total concrete | 0.612m³ |
| Formwork area | 9.2m² |
| Concrete per opening | 0.061m³ |
Leaving the depth at 0 derives it from opening / 8 rounded up to 50 mm, minimum 120 mm. Formwork counts two sides plus soffit (the soffit spans the opening and must be cambered). Most projects use precast lintels from a standard album; read the table instead.
Reverse: known result, work out one input
Enter a target result; the other inputs stay fixed and this one is worked out.
Formula
| Length per lintel | L = opening width + 2 × bearing |
| Suggested depth | h = opening ÷ 8 (round up to 50 mm, min 120 mm) |
| Concrete | V = L × wall thickness × h × quantity |
| Formwork | A = (2 × L × h + L × wall thickness) × quantity |
How to work it out
- Length per lintel L = opening width + 2 × bearing length, normally 250 mm or 300 mm in seismic work.
- Depth from experience h = opening width ÷ 8, rounded to 50 mm and not less than 120. A 1.2 m opening gives 150 mm, a standard size.
- Concrete V = L × wall thickness × h × number of openings.
- Formwork A = (2 × L × h + L × thickness) × count — two sides plus the soffit, which unlike a ring beam is suspended and must be formed.
- Count openings from the schedule, grouping by size and separating by wall thickness, since both concrete and formwork depend on it.
Where it goes wrong
- Mixing lintel and ring beam formwork — a ring beam bears on the wall (two faces) while a lintel soffit is formed (two sides plus soffit, three faces); confusing them is a 50% error.
- Applying a flat 120 mm minimum depth — a 1.5 m opening needs about 190 mm, and 120 would be under-reinforced.
- Grouping across wall thicknesses — the same opening in a 240 and a 120 wall differs twofold in concrete, so pooling them mistotals.
Material and cost
Cast-in-situ lintels run 130-190 per metre all in (concrete, steel, formwork, labour); precast 60-120 each before installation. A project with 100 openings spends 15,000-25,000 on lintels.
On site
- Where masonry at the bearing is weak (AAC, for instance), add a concrete pad or lengthen the bearing.
- Schedule lintels by opening width and wall thickness as two dimensions — standard practice and the basis of the take-off.
- Where the wall above is shallower than a third of the clear span, use the actual height rather than 45° dispersion.
Basis
- GB 50003-2011 Code for design of masonry structures, Section 7.2 (lintel design and detailing)
- GB 50203-2011 Code for acceptance of masonry construction, Chapter 8
- GB 50666-2011 Code for construction of concrete structures
FAQ
Why must a lintel bear into the wall, and how far?
Precast or cast-in-situ lintels?
Must the depth always be opening / 8?
Cite this page
Use this format in reports, method statements or coursework. The link is permanent.
Building Calculator. Lintel Quantity Calculator. 2026-10-25. https://jianzhujisuan.com/en/lintel-schedule