All about civil construction knowledge- PARAM VISIONS

Bar bending schedule (BBS) of a pile foundation.(Type-2) / How to calculate the cutting length & weight of reinforcement in a pile.

  Type-1   👈 Back    

 Let us make BBS of the pile in a pile foundation as shown below.



As we are making BBS of a pile in the foundation, let us look into the reinforcement details of the pile as shown below.






Given data:

Length of pile =18m.=18000mm.

Diameter of pile = 750mm = 0.75m

Clear cover = 50mm 

Pitch = 150 mm. = 0.15m

The diameter of helical stirrup bar = 8mm.= 0.008m.

Main reinforcement. = 16mm.∅ -10 nos.

Master ring =16∅ @ 1800 c/c

Development length Ld = 50d.

Bottom anchorage = 300mm.


Calculation:

A. Cutting length:

1. Vertical reinforcement:




The cutting length of the vertical reinforcement bar

= [ pile depth + development length + bottom anchorage - clear cover - (2nos. × 90° bend )]

= [ 18000mm. + (50d )+ 300mm. - 50mm. - ( 2nos. ×2d)]

= [ 18000mm. + (50 × 16mm) + 300mm. - 50mm. - ( 2nos. ×2 × 16mm)]

= [ 19100mm.- 50mm. - 64mm.]

= 18,986mm.

= 18.986m. >12m.

Hence lapping is required.


As the total length of the bar is less than 24m., there will be 1 lapping for the bar.


The total length of the reinforcement bar required in a pile

 = [ calculated cutting length of the bar + ( no. of lapping × lap length )]

= [18,986mm. + ( 1 no × 50d )]

= [18,986mm. + ( 1 × 50 × 16mm. ) ]

= 19,786mm.

19.786m.


Cutting length of reinforcement bar-1 = 12m.

Cutting length of reinforcement bar-2 

    = [19.78m - 12m.] = 7.78m.


2. Master ring:




The cutting length of the master ring 

= [2πr + hook length]

Here,



Note: The radius is the pile center to the center of ring circumference red dotted line) as shown in the above drawing. 


The radius of the master ring r

= [pile dia. - {2nos. × (clear cover + spiral stirrup bar dia. + rebar dia.+(1/2 × master ring bar dia.)}] ÷2

=[750mm. - {2nos.× (50mm. +8mm. + 16mm.+ ( 1/2 × 16mm.)}]  ÷2 

= [750mm. - {2nos. × 82mm.}] ÷2 

= [586mm] ÷2 

293mm.


The cutting length of the master ring

= [ (2 × 3.142 × 293mm.) + (10d)]

= [ (1841.21mm) + (10 × 16mm)]

2001.21mm.

= 2.001m.


3. Spiral stirrup or helix:

The cutting length of the spiral stirrup is covered in detail in a separate article as linked below.

Go through the article👇

👀. How to calculate the cutting length of spiral stirrups(ring).

The cutting length of the spiral stirrup = 255.16m. (Picked from the above article)


B. No. of master ring:

No. of master ring required

       = [{( length of pile - clear cover) ÷ c/c distance } + 1] 

      =  [ {(18000mm. - 50mm.) ÷ 1800mm } + 1 ]

      = [9.97 + 1]

      = 10.97 nos. say  11 nos.


Now, let us prepare a BBS table for a single pile.

Sl. No.

Type of Bar

Dia.

in mm.

Nos.

Length

in m.

Total length

in m.

Weight

in Kg/m.

Total

 bar wt.

in kg.

1.

Vertical reinforcement.

16

10

19.786

197.86

1.578

  312.22

2.

Helical stirrup.

8

1

255.16

255.16

0.395

  100.79 

3.

Master ring.

16

11

2.001

 22.01

1.578

    34.73

4.

       Total weight of steel bars =

  447.74

5.

         Add 3% wastage =

    13.43

6.

The grand total wt. of rebar's in pile =

 461.17

 


Thank you for going through these calculation steps. Have a good day 😄.

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