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Egress Width Calculator

Occupants times the per-100-persons index gives total width and exit count.

Quick answer

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

persons

Result

Required total egress width
3.25m
Width per 100 persons0.65m/100p
Occupant load500p
Required total width3.25m
Minimum width per exit0.90m
Exits at minimum width4pcs
Minimum number of exits4pcs
Average width per exit0.81m

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.

Formula

Total widthB = occupants ÷ 100 × index
Indexground-2nd 0.65/0.75/1.00; 3rd 0.75/1.00; 4th+ 1.00/1.25
Basement0.75 at ≤10 m depth, 1.00 beyond; crowded rooms min 1.00
Min per exit0.90 m general, 1.40 m crowded
Exit countat least two per compartment
3rd storey, grade II, 500 people: index 0.75 gives 3.75 m total; at 0.90 m minimum per exit that divides into 5 exits averaging 0.75 m, which is below the minimum, so 5 exits of at least 0.90 m each (4.5 m total) is what gets built.

How to work it out

  1. 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.
  2. 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.
  3. 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.
  4. 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.
  5. 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.
  6. Check the exit count: at least two per fire compartment, dispersed with a separation of at least 5 m.

Where it goes wrong

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

Basis

FAQ

How is the occupant load calculated?
Not by dividing floor area arbitrarily - use the code density figures: retail halls around 0.5-0.85 persons/m² depending on storey and size, entertainment venues 0.5 persons/m², offices 4-8 m² per person, classrooms 1.0-1.2 m² per person. Getting this wrong is one of the most common reasons fire reviews are returned.
Why does a higher storey need a wider index?
Because egress is longer and depends on stairs, which become the bottleneck in a fire. A larger width per person effectively gives the stairs more capacity - hence 1.00 m per 100 persons at the 4th storey and above versus 0.65 at the lower floors.
The total is 3.75 m - can I just use four 1 m doors?
The total works but each door must also meet the minimum clear width (0.90 m, or 1.40 m in crowded occupancies), and the travel distance from the worst point must still comply. Remember clear width excludes the frame and the open leaf, so a 1 m opening often gives about 0.9 m of usable width.

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

Results are estimating aids only and are not a design basis. Construction and final accounts must follow the drawings, the applicable standards and an approved method statement. Anything affecting structural safety, shoring or falsework must be checked by a suitably qualified engineer.