Hello friends, In this article I will give you some useful Tips for Design of RCC slab

**Let’s get start.**

**RCC Slab Design Guidelines:**

**a) Effective span of slab:**

Effective span of slab shall be lesser of the two

1. L = clear span + d (effective depth )

2. L = Center to center distance between the support

**also read: **

Design of One way Slab | Design of RCC Slab |

**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**

Simply supported

**Fe-250 – L/35**

**Fe-415 – L/28**

Continuous support

**Fe-250 – L/40**

**Fe-415 – 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)

**read more: **

Why hidden beam are used in slab?

**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 RCC 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: **

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