How this is calculated
Footing volume plus column volume, multiplied by the count. Steel is taken as a percentage of concrete volume and converted at 7850 kg per cubic metre, which is the rule of thumb quantity surveyors use for a first check: around one percent for footings, one and a half to two for columns, and more for heavily loaded members. Excavation adds a working allowance around the footing.
Worked examples
Each of these is asserted on every build. If a change to the engine ever moved one of these answers, the build would fail before the page could print it.
eight footings with columns
- How many footings
- 8
- Footing length (m)
- 1.2
- Footing width (m)
- 1.2
- Footing depth (m)
- 0.3
- Column side (m)
- 0.23
- Column height (m)
- 3
- Steel as a share of concrete volume
- 1.5%
Total concrete (m³)4.73
1.2 * 1.2 * 0.3 * 8 and 0.23² * 3 * 8, worked by hand
Open this exampleno steel allowance leaves concrete alone
- How many footings
- 1
- Footing length (m)
- 1
- Footing width (m)
- 1
- Footing depth (m)
- 0.3
- Column side (m)
- 0.23
- Column height (m)
- 3
- Steel as a share of concrete volume
- 0%
Total concrete (m³)0.46
boundary
Open this examplea single small footing
- How many footings
- 1
- Footing length (m)
- 0.6
- Footing width (m)
- 0.6
- Footing depth (m)
- 0.15
- Column side (m)
- 0.15
- Column height (m)
- 1
- Steel as a share of concrete volume
- 1%
Total concrete (m³)0.08
degenerate case
Open this exampleMethod and limits
What it assumes
- Isolated square or rectangular footings with square columns.
- Excavation allows 150mm of working space each side.
What it deliberately does not model
- The steel percentage is a checking figure, not a design. Actual reinforcement comes from the structural drawings.
- Sloped or stepped footings need to be computed section by section.
Sources
Formula version 1.0.0 · definition 1.0.0 · India · Report a problem with this calculator
Frequently asked questions
- Is the steel percentage reliable?
- As a sanity check, yes. As a purchase quantity, no. It is the figure used to see whether a bar bending schedule is roughly right, and the schedule governs.