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RCC stair for 6.0 m by 4.2 m lobby

Short answer

30 risers of 150 mm and treads of 300 mm; 3 flights x 10 risers; flight width 1.4 m.

Design a proper layout of RCC stair for public building with following data: Lobby size: 6.0m × 4.2m; Floor height: 4.5m; RCC slab thickness: 150mm; Adopt Riser = 150mm; Number of steps per flight <= 12. Justify your design with neat sketches.

Data: lobby 6.0 m x 4.2 m, floor height 4.5 m, slab thickness 150 mm, riser 150 mm, not more than 12 steps per flight.

Given data and assumptions

  • Stairwell (internal): 6 m x 4.2 m; floor-to-floor height H=4.5H = 4.5 m; stair for a public building, RCC.
  • Assumed riser R=150R = 150 mm and tread T=300T = 300 mm; flight width b=1.4b = 1.4 m. Since 30 risers cannot be put in flights of at most 12, a three-flight (zig-zag) stair with two landings is adopted.

Design

  1. Number of risers =H/R=4.5/0.15=30= H/R = 4.5/0.15 = 30, adopt 30 risers; exact riser =4.5/30=150= 4.5/30 = 150 mm.
  2. Flights: at most 12 risers per flight are allowed, so the 30 risers are divided into three equal flights of 10 risers (9 treads each), arranged side by side in a zig-zag with two half-space landings (one at each end).
  3. Going of one flight =9×0.3=2.7= 9 \times 0.3 = 2.7 m.
  4. Width: three bays of 1.4 m give 3b=4.23b = 4.2 m ≤4.2\le 4.2 m.
  5. Landings: two landings, each 1.4 m x 2.8 m (covering two bays), at heights 1.5 m and 3 m.
  6. Length check: landing L1 + going + landing L2 =1.4+2.7+1.4=5.5= 1.4 + 2.7 + 1.4 = 5.5 m ≤6\le 6 m, so it fits; the spare 0.5 m is kept at the entry.
  7. Check: 2R+T=2×150+300=6002R + T = 2 \times 150 + 300 = 600 mm (within 550-650 mm); pitch =tan⁡−1(R/T)=26.6∘= \tan^{-1}(R/T) = 26.6^\circ (within 25-40 degrees). Headroom above landing L1 =4.5−1.5−0.15= 4.5 - 1.5 - 0.15 (slab) =2.85= 2.85 m >2.1> 2.1 m, OK.
  8. Waist slab: effective span about 4.1 m (going + one landing), so depth ≈\approx span/20 =205= 205 mm; adopt a 225 mm thick waist slab, with the given 150 mm slab for the floors (reinforcement to be designed separately). Provide a handrail 0.9 m high, 20-25 mm nosing and a non-slip finish.

Plan and section

 far end
 +-------------------+---------+
 |    LANDING L1     | arrival |
 |    (+1.50 m)      | (upper  |
 |                   |  floor) |
 +---------+---------+---------+
 |   F1    |   F2    |   F3    |
 |   ^     |   v     |   ^     |
 |   ^     |   v     |   ^     |
 +---------+---------+---------+
 |  start  |    LANDING L2     |
 |         |    (+3.00 m)      |
 +---------+-------------------+
 near end   (arrows point up the stair)
 SECTION (not to scale)
                                  +---- upper floor +4.50
                            _____|  flight 3
                      _____|  landing L2 +3.00
                _____|  flight 2
          _____|  landing L1 +1.50
     ____|  flight 1
 ___|
 ground floor +0.00

Summary

ItemAdopted
Riser150 mm (30 nos.)
Tread300 mm
Flights3 flights x 10 risers
Width of flight1.4 m
Waist slab225 mm

Answer: 30 risers of 150 mm and treads of 300 mm; 3 flights x 10 risers; flight width 1.4 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

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