Method of RCC slab design as per IS 456

Reinforced concrete slab design and detailing guidelines for depth of slab, loads on slab, reinforcement guide for one-way and two-way slabs as per IS 456:2000 have been tried to present here.

Following are the RCC Slab Design and Detailing guidelines:

Table of Contents

Reinforced Concrete Slab Design Guidelines

a) Effective span of slab:

b) Depth of slab:

c) Load on slab:

Detailing Requirements of Reinforced Concrete Slab as per IS 456: 2000

a) Nominal Cover:

b) Minimum reinforcement:

c) Spacing of bars:

d) Maximum diameter of bar:

Reinforced Concrete Slab Design Guidelines

a) Effective span of slab:

Effective span of slab shall be lesser of the two

L = clear span + d (effective depth)

L = Center to center distance between the support

b) Depth of slab:

The depth of slab depends on bending moment and deflection criterion. the trail depth can be obtained using:

Effective depth d= Span /((L/d)Basic x modification factor)

For obtaining modification factor, the percentage of steel for slab can be assumed from 0.2 to 0.5%.

The effective depth d of two way slabs can also be assumed using cl.24.1,IS 456 provided short span is <3.5m and loading class is <3.5KN/m2

Type of support Fe-250 Fe-415 Simply supported L/35 L/28 Continuous support L/40 L/32

Or, the following thumb rules can be used:

One way slab d=(L/22) to (L/28).

Two way simply supported slab d=(L/20) to (L/30)

Two way restrained slab d=(L/30) to (L/32)

c) Load on slab:

The load on slab comprises of Dead load, floor finish and live load. The loads are calculated per unit area (load/m2).

Dead load = D x 25 kN/m2 ( Where D is thickness of slab in m)

Floor finish (Assumed as)= 1 to 2 kN/m2

Live load (Assumed as) = 3 to 5 kN/m2 (depending on the occupancy of the building)



Detailing Requirements of Reinforced Concrete Slab as per IS 456: 2000

a) Nominal Cover:

For Mild exposure – 20 mm

For Moderate exposure – 30 mm

However, if the diameter of bar do not exceed 12 mm, or cover may be reduced by 5 mm. Thus for main reinforcement up to 12 mm diameter bar and for mild exposure, the nominal cover is 15 mm.

b) Minimum reinforcement:

The reinforcement in either direction in slab shall not be less than

0.15% of the total cross sectional area for Fe-250 steel

0.12% of the total cross-sectional area for Fe-415 & Fe-500 steel.

c) Spacing of bars:

The maximum spacing of bars shall not exceed

Main Steel – 3d or 300 mm whichever is smaller

Distribution steel –5d or 450 mm whichever is smaller Where, ‘d’ is the effective depth of slab. Note: The minimum clear spacing of bars is not kept less than 75 mm (Preferably 100 mm) though code do not recommend any value.

d) Maximum diameter of bar:

The maximum diameter of bar in slab, shall not exceed D/8, where D is the total thickness of slab.

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I am Thomas Britto here to share my experiences in the civil engineering field to all my readers.Today many students are struggling to buy books at high prices. So I decided to start a blog and share my experience and knowledge with all my readers.

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