Egress Width Calculator
Occupants times the per-100-persons index gives total width and exit count.
With the default inputs: Occupant load 500 persons · Storey Ground to 2nd storey · Fire resistance rating Grade I or II etc.Required total egress width 3.25 m
Edit the inputs below to recalculate.Inputs
Result
| Width per 100 persons | 0.65m/100p |
| Occupant load | 500p |
| Required total width | 3.25m |
| Minimum width per exit | 0.90m |
| Exits at minimum width | 4pcs |
| Minimum number of exits | 4pcs |
| Average width per exit | 0.81m |
Based on GB 50016-2014 (2018) Tables 5.5.21-1 and clauses 5.5.2, 5.5.18. The index depends on storey and fire rating; basements with crowded rooms and entertainment venues need at least 1.00 m per 100 persons. Each exit must be at least 0.90 m wide, or 1.40 m in crowded occupancies, and every compartment needs at least two exits. Occupant load must be derived from the code density figures, not from floor area alone. Theatres, cinemas and stadiums use Table 5.5.21-2, which is not covered here.
Reverse: known result, work out one input
Enter a target result; the other inputs stay fixed and this one is worked out.
Formula
| Total width | B = occupants ÷ 100 × index |
| Index | ground-2nd 0.65/0.75/1.00; 3rd 0.75/1.00; 4th+ 1.00/1.25 |
| Basement | 0.75 at ≤10 m depth, 1.00 beyond; crowded rooms min 1.00 |
| Min per exit | 0.90 m general, 1.40 m crowded |
| Exit count | at least two per compartment |
How to work it out
- Establish the occupant load. Crowded premises derive it from seats or floor area (retail at 0.5-0.85 persons per m² of sales area), while other buildings use actual occupancy. Get this wrong and everything downstream is wrong.
- Look up the width per 100 persons by floor: 0.65 for ground and first floors in class 1 and 2, 0.75 in class 3, 1.00 in class 4; 0.75 or 1.00 for the third floor; 1.00 or 1.25 for the fourth and above.
- Basements: 0.75 where the difference in level to the exit is 10 m or less, 1.00 above that, and never less than 1.00 in crowded basements.
- Total clear width = occupants ÷ 100 × the per-100 figure. Five hundred people on the ground floor of a class 1 or 2 building gives 500 ÷ 100 × 0.65 = 3.25 m.
- Check the minimum clear width of each individual exit: 0.90 m generally, 1.40 m in crowded premises. Sufficient total width with undersized individual exits still fails.
- Check the exit count: at least two per fire compartment, dispersed with a separation of at least 5 m.
Where it goes wrong
- Treating structural opening width as clear width. Clear width excludes frames, handrails and finishes, so a 1.5 m opening may only give 1.3 m of passage.
- Using the general 0.65 figure for crowded premises. Such premises may require both a higher per-100 figure and a 1.40 m minimum per exit; both apply.
- Using above-ground values below ground. Basements over 10 m in level difference require 1.00 against 0.65 above — 54% more — and getting it wrong badly under-provides exits.
- Accepting adequate total width without checking individual exits. A 3.25 m total can be two 1.63 m exits or four at 0.81 m; the latter each fall below the 0.90 m minimum and fail.
- Ignoring stair and lobby widths. Adequate exit width with a narrower stair flight simply moves the bottleneck, and overall escape capacity is set by the narrowest point.
Material and cost
Each additional 0.1 m of exit width adds roughly 1-2 m² of stair and corridor area per floor. In a 20-storey building with four exits per floor, that is tens of square metres. The greater cost, though, is re-planning the core when concept-stage widths prove inadequate.
On site
- Occupant load is not simply the seat count. Retail uses sales area, exhibition halls use display area, and entertainment venues use licensed capacity — all with defined conversion factors.
- The total clear width of ground-floor external doors must exceed the combined width of the stairs above, or the ground floor becomes the bottleneck. This is frequently missed.
- Stair flight width is measured at the narrowest point, from the inside of the handrail to the wall, not the structural width.
- Escape corridor width is regulated separately, generally at least 1.4 m and 1.5-2.0 m in crowded premises. Do not size exits while ignoring corridors.
Basis
- GB 50016-2014 (2018 edition) Code for fire protection design of buildings, means of escape width
- GB 50016-2014 (2018 edition) Code for fire protection design of buildings, number of exits
- GB 50016-2014 (2018 edition) Code for fire protection design of buildings, clear width of escape routes
FAQ
How is the occupant load calculated?
Why does a higher storey need a wider index?
The total is 3.75 m - can I just use four 1 m doors?
Cite this page
Use this format in reports, method statements or coursework. The link is permanent.
Building Calculator. Egress Width Calculator. 2026-10-25. https://jianzhujisuan.com/en/egress-width