Development Length

DEVELOPMENT LENGTH OF REBAR

How to calculate the development length for different grades of concrete as per IS 456?

Development Length Formula

As per IS Code 456:2000, (Clause 26.2.1) Development length can be calculated using the below formula

Ld = Фσs/4τbd

Where,

Ф = diameter of the reinforcement bar

σs = Stress developed in a bar at section considered at load design

τbd = Design bond stress

Note- The formula can be used for both the Limit state and the Working stress method. It only differs in design bond stress value.

REASONS FOR PROVIDING DEVELOPMENT LENGTH:

 

There are the following reasons for providing this length as given below;

  1. Between the bar surface and the concrete to develop a safe bond.
  2. Due to slippage of bar occurring during the ultimate load conditions no failure occurs.
  3. For transferring the stresses developed in any section to the adjacent sections the extra length of the bar provided as development length is responsible for example at column beam junction the additional length of bars provided from beam to column.

Development Length Calculation

Development Length
 

CHECK
FOR DEVELOPMENT LENGTH

        
 

Max
Shear Force wl/2

31.75

KN

 

Design
Bond Stress

    
 

Grade
of Concrete     M

25

 

Greade

15

20

25

30

35

40

 

Grade
of Steel    Fe

415

 

Tbd
N/Sqmm

1.0

1.2

1.4

1.5

1.7

1.9

 

Adopt
Effective  Depth  d

250

mm

       
 

Width
of Fdn b

1000

mm

       
 

Dia of
Main rft

10

mm

       
 

Area of
Tension rft

512

Sqmm

       
 

Area of
One Bar

78.57

Sqmm

       
 

Spacing
of Bars

150

mm

       
 

Assumed
Development Length

200

mm

       

INPUT

Bond
Stress Tbd

1.4

N/Sqmm

       
            
 

Development
Length based on Anchorage Bond

        
 

Ld=
0.87 fy Ø/ 4Tbd

         
 

Ld in
Anchorage Bond

644

mm

       
            
 

Development
Length based on Flexural  Bond

        
 

Ld= 1.3
M1/V + Lo

         

INPUT

Assumed
Development Length

140

mm

       
            
  

Moment
of Resistance offered by

10

mm dia
bar  @

300

Nos

   
  

M1  =

4,46,47,000

Nmm

       
  

V =

31750

N

 

Development  Length for Single Bars

  
 

Ld in
Flexural Bond

1968

mm

fy N/Sqmm

Tension Bars

Compression Bars

  
 

Factor
of Develop Length

56

 

 

M15

M20

M15

M20

  
 

Develop
length of Single Bar

560

mm

250

55Ø

46Ø

44Ø

37Ø

  
     

415

56Ø

47Ø

45Ø

38Ø

  
 

Max
Development Length

1968

mm

500

69Ø

58Ø

54Ø

46Ø

  
 

Max Bar
Size in Develop Length

49

mm

       
            
 

Check for Development Length

OK

 

If NOT
OK
Then increase No of Bars

   
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