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:

**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/m
^{2}

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/m^{2}).

Dead load = D x 25 kN/m^{2} ( Where D is thickness of slab in m)

Floor finish (Assumed as)= 1 to 2 kN/m^{2 }

Live load (Assumed as) = 3 to 5 kN/m^{2} (depending on the occupancy of the building)

**Detailing Requirements of Reinforced Concrete Slab as per IS456: 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.

**Read More:**

**Basics of Reinforced Concrete Slab Design**

**Types of Design and Detailing Errors in Construction and their Prevention**

**Causes of Excessive Deflections in Reinforced Concrete Slabs**

**Types of Economical Floor Systems for Reinforced Concrete Buildings**

## Comments ( 8 )

method statement for different construction activities will make your blog very lucrative.

Thanks. It will have been more interesting if the design guidelines can be juxtapose with the BS 8110 requirements.

please give an example of prepared bar bending schedule….

u r rght but only about..concrete density is 24 n/sq.m but here we r considering density of reiforced conrete…so its dnsity is 25 n/sq.m

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i like Civil engineering because iam engineer

great

please in item (c) dead load is D*24kn/m2 , the density of concrete evenly to 24 not 25