# How To Calculate Steel Quantity For RCC Beam, Column And Slab

|Following are the steps to calculate the quantity of steel for RCC slab

1. Prepare a **bar bending schedule** in order to classify different shapes of bars (bent up bar, straight anchor bar, eos bar, curtail bar etc) and diameters.

2. List down all the **shapes of bars** from the drawing.

3. Count the **number of bars** of each of those shapes.

4. Then calculate the cutting length of each of those bars.

**Cutting length of bar =*** (length of the member **–** deduction for cover on both sides) **+ **development length.*

5. Then calculate the unit weight of each dia bars by the following formula:

**W = d^2/162
**

Where d is the dia in mm and weight (w) in kg.

6. Then calculate weight of rebar

**Weight of rebar**= ** no of bars **x

**x**

*cutting length*

*unit weight*7. Add all the **weight** to get the total steel quantity.

**NOTE** – **1**. Minimum % of steel as per Indian standard are:

1. Beam (Teinsion reinforcement):

As = 0.85bd/fy of gross cross-section area.

2. Slab – 0.12% of total area

3. Column – 0.8% of cs area

**2**. Maximum % steel as per Indian standard are:

- Beam – 4 % of cross-section area.
- Slab – 4% of cross-section area.
- column — 6% of cross-section area.

**3**. **. Development Length** is usually specified in the drawings, but if not thenyou can calculate it as,

D.L = Depth – 2 times cover

**4**. **Binding wire** = 10 grams per kg of reinforcement.

**5. No. of stirrups** = (length of member – 2 x cover ) / spacing + 1

##### Also Read – Unit Weight Of Building Materials.

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### More Posts:

- How To Calculate Cutting Length Of Bent Up Bars In Slab
- How To Calculate Unit Weight Of Steel Bars
- BBS Of Lintel Beam – Bar Bending Schedule Of Lintel Beam
- The Formula D²L/162 For Calculating Weight Of steel Bars Fully Derived
- Difference Between Development Length And Lap Length

Super for civil work

What are safety observe during shuttering ? and

How to calculate the area of steel in slab ?

Plzz tell me..

please, make an example caculation so that we can clearly understand the calculation.

Plz illustrate with examples to understand. Thanks

Pls gv me example for calculation of steel.quantity on slab

Please provide checklist for slab checking, formwork, shuttering etc.

Is nice to be part of this group.

In reinforcement percentage calculation stirups are taken into the account or NOT