How to Calculate Slab Steel Quantity from Drawing | BBS of Slab

General Guidelines to be Followed In Preparing BBS:

  • The bars should be grouped together for each structural unit, e.g., beam, etc.
  • In a building structure, the bars should be listed floor by floor
  • For cutting and bending purposes, schedules should be provided as separate A4 sheets and not as part of the detailed reinforcement drawings.
  • The form of bar and fabric schedule and the shapes of the bar used should be in accordance with BS 8666.
  • It is preferable that bars should be listed in the schedule in numerical order.
  • It is essential that the bar mark reference on the label attached to a bundle of bars refers uniquely to a particular group or set of bars of defined length, size, shape, and type used on the job.
  • This is imperative as a bar mark reference can then point to a class of bar characteristics. Also, this helps steel fixers and laborers keep track of the type and number of bars needed to complete a certain work.
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Bar Bending Schedule Required Ment Data

1. Plan, Elevation & Section 

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2. Structural Detail (Slab & Beam)

3. All Dimensions Must be Clear and Co-Related.

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How to Prepare a Slab BBS? 

  1. Slab Beam.
  2. Slab.
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Slab Beam Bar Bending Schedule 

Numbers of Bars for Stirrups 

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Stirrups Cutting Length

Cutting Length Bar:

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Slab Bar Bending Schedule Excel Sheet

How to Calculate Slab Steel Quantity from Drawing Excel Sheet

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Bar Bending Schedule for Slab

S.NO.DescriptionShape Of BarGridNo of ColumnNos. of Bar Length Dia. Of BarDia Wise Length In Mtr.Total Weight In KG
8 mm10 mm12 mm16 mm20 mm25 mmSub TotalCumulative 
0.3950.6160.8881.5792.4663.854
ASlab Beam
1TB1 ( 200 X 600 )
-A / (-1 to +3)
+B / (-1 to +3)
Top Bar2215.20020                   -               -          -                 -                 60.80          -
Bottom Bar2215.20016                   -               -          -                 60.80                 -          -
                   -               -          -                 -                 -          -
Lap
Top Bar22120                   -               -          -                 -                 4          -
Bottom Bar220.816                   -               -          -             3.20                 -          -
Ring                   -               -          -                 -                 -          -
200 C/C ( -1 to 3)2551.5608          171.60               -          -                 -                 -          -
150 C/C ( 3 to+ 3)2161.5608             49.92               -          -                 -                 -          -
Total Length as per dia       221.52           -       -         64.00       64.80       -
Dia in K.g/m0.3950.6160.8881.5792.4663.854
Total weight as per dia87.500101.056159.7970348.353
Total Qty in K.g348.353 kg
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Steel Calculations

  • Weight of bar in kg/meter should be calculated as (d2 ÷ 162) where'd' is the diameter of bar in mm.
  • 'L' for column main steel in footing should be considered as minimum 30cm/as specified.
  • For bent up bar add 0.42d in a straight length of the bar where'd' is the clear depth of beam/slab.
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Steel Quantity Calculation

  1. (Calculation of bars no’s): first, calculate the number of bars required (main and distribution both). Formula = (total length – clear cover)/center to center spacing + 1 main bar, = (5000 – (25+25))/100 + 1, = 4950 divided by 100 + 1, = 51 bars., distribution bar = (2000 – (25+25))/125 + 1, = 1950 divided by 125 + 1, = 17 bars.
  2. (Cutting length) main bar: formula = (l) + (2 x ld) + (1 x 0.42d) – (2 x 1d), where l = clear span of the slab, ld = development length which is 40 d (where d is diameter of bar), 0.42d = inclined length (bend length), 1d = 45° bends (d is diameter of bar) first calculate the length of “d“. D = (thickness) – 2 (clear cover at top, bottom) – diameter of the bar, = 150 – 2(25) -12, d = 88 mm ans, by putting values: cutting length = 2000 + (2 x 40 x 12) + (1 x 0.42 x 88) – (2 x 1 x 12), cutting length = 2000 + 960 + 36.96 – 24, =2972.96 mm ~ 2973 mm or 2.973 m.
  3. (Cutting length) Distribution bar: formula = clear span + (2 x development length (ld)), = 5000 + (2 x 40 x 8),  = 5640 mm or 5.64 m
  4. (Steel Quantity Calculation) Conclusion:
    1. Main bar nos = numbers 51, main bar length = length (51 x 2.973 m) = 151.623 m, main bar weight = weight (d^2/162) x length = 134.776 kg.
    2. Distribution bar nos = numbers 17, distribution bar  length= length (17 x 5.64 m) = 95.88 m, distribution bar  weight = weight (d^2/162) x length = 37.87 kg.
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How to Calculate Steel Weight?

Steel Quantity Calculation

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Bar Bending Schedule Formulas

  • Length of B1 = clear distance between walls + 2 x width of walls – 2 x bar cover + 2 x bend length.
  • Length of bar B2: A + B + C = 4000 + 2 x 230 – 2 x 40 + (1.414xH – H)
  • B2 = 4000 + 2 x 230 – 2 x 40 + (1.414×334 – 334) = 4518.3 = 4520mm.
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How to Calculate Steel Quantity for Slab?

What Is Bar Bending Schedule?

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How to Calculate Steel Quantity?

Slab Steel Calculation

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Steel Quantity Calculation Formula

Steel Quantity Formula

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Slab Reinforcement Calculation

Steel Quantity Calculation Excel Sheet

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  • Determine the total length of steel bars required for the structure.
  • Calculate the weight of steel required based on the length and the diameter of the bars.
  • Multiply the weight of steel by the number of bars required.
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Steel Calculator for Slab

  • Length of the slab
  • Width of the slab
  • Depth of the slab
  • Concrete grade (usually specified as a number followed by "MPa", e.g. 25MPa)
  • Spacing of the bars (center to center distance)
  • Diameter of the bars
  • Total number of bars in both directions (i.e. for top and bottom layers)
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How to Calculate Steel Quantity Pdf?

  • Compute number of steel bars. Main Steel Bars. No. of bars= (Slab length(L)/spacing)+1 Equation 1.
  • Calculate cutting length:
  • calculate the required number of bars for both directions. No. of bars = {(L or w – concrete cover for both sides) ÷ spacing} +1 Equation 8.
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Number of Bars Formula

  • Area of Steel Required: The cross-sectional area of steel reinforcement required to meet the design specifications of the structural element, typically expressed in square millimeters (mm²) or square inches (in²).
  • Area of One Bar: The cross-sectional area of a single bar of the specified diameter, typically expressed in square millimeters (mm²) or square inches (in²).
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No of Bars Formula

  • Total cross-sectional area of steel required: The total area of steel reinforcement required to meet the design specifications of the structural element, typically expressed in square millimeters (mm²) or square inches (in²).
  • Cross-sectional area of one bar: The cross-sectional area of a single bar of the specified diameter, typically expressed in square millimeters (mm²) or square inches (in²).
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  • What is BoQ | BoQ Meaning | Advantages of BoQ | What is BoM
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