Design Rules🏛 Structural — RCC

RCC Slab Thickness — Continuous One-Way

Span-to-effective-depth ratio for slabs continuous over multiple supports
See also📖 IS 456🔗 IS 456🧮 RCC Design📒 Handbook Topic
130
mm
for 4.0 m span (L / 30)
L = 4.0 m130mmL / 30CONTINUOUS — SLAB SECTION
Primary value130 mm (for 4.0 m span (L / 30))
Applies toOne-way slabs spanning over 3+ supports · Typical apartment floor slabs continuous over beams · Aspect ratio ly / lx > 2
ExceptionsEnd span (treat as simply supported)L / 26
Cantilever overhangL / 7
Heavy live load (> 5 kN/m²)Reduce ratio by 10–15%
Measured asEffective span = clear span + effective depth, capped at centre-to-centre. Use the longer interior span when sizing — exterior end spans usually need a separate check at L/26.
SourceIS 456Clause 23.2.1
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Why this matters

Continuity reduces mid-span moment by ~25% versus a simply-supported slab, so the same span allows a thinner section. L/30 is the IS 456 ceiling — going thinner needs an explicit deflection calculation. For 4 m bays this gives 130 mm effective, ~155 mm overall.

Typical practice

Most multi-bay apartment slabs are 150 mm overall — comfortably above the L/30 floor and avoids needing a separate end-span calc. Premium builds use 175 mm to keep finishes flat and reduce vibration.

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