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PREPARED BY:
Asst. Prof. GAURANG PRAJAPATI
CIVIL DEPARTMENT
DEVELOPMENT LENGTH
Mahatma Gandhi Institute Of
Technical Education
& Research Centre, Navsari (396450)
ELEMENTARY STRUCTURAL DESIGN
6TH SEMESTER
CIVIL ENGINEERING
INTRODUCTION
 DEVELOPMENT LENGTH (Ld):
 A length of reinforcement embedded in concrete so that it can develop the bond
stress, is termed as Development length.
ESD
2160607
2
DEVELOPMENT LENGTH
INTRODUCTION
ESD
2160607
3
DEVELOPMENT LENGTH
Where,
Ld = Development length
𝜙 = Dia. Of bar
𝜎𝑠 = Stress in bar
= 0.87 fy
𝜏 𝑏𝑑 = Design bond stress in concrete
Ld =
𝝓 𝝈 𝒔
𝟒 𝝉 𝒃𝒅
IS 456
Clause No.: 26.2.1
Page No.: 42
DESIGN BOND STRESS IN CONCRETE (𝝉 𝒃𝒅)
ESD
2160607
4
DEVELOPMENT LENGTH
Grade of concrete M 20 M 25 M 30 M 35 M 40 & Above IS 456
Clause : 26.2.1.1
Page No.: 43𝝉 𝒃𝒅 (N/mm2) 1.2 1.4 1.5 1.7 1.9
 For plain bars in tension are as follow:
 For Deformed bars (Fe 415 & Fe 500) (Tor Steel), these values shall be
increased by 60%. (multiplied by 1.6)
 For bars in compression (column), these values shall be increased by 25%.
(multiplied by 1.25)
DESIGN BOND STRESS IN CONCRETE (𝝉 𝒃𝒅)
ESD
2160607
5
DEVELOPMENT LENGTH
 For Example:
Type of bars 𝝉 𝒃𝒅 (N/mm2)
 M 20 grade, Plain bars in tension 1.2
 M 20 grade, Plain bars in compression 1.2 × 1.25
 M 20 grade, Deformed bars in tension 1.2 × 1.6
 M 20 grade, Deformed bars in compression 1.2 × 1.6 × 1.25
LAP LENGTH:
ESD
2160607
6
DEVELOPMENT LENGTH
 The length of bar extended over the other bars in beam, column, etc. is called lap
length.
LAP LENGTH:
ESD
2160607
7
DEVELOPMENT LENGTH
 The lap length in compression shall be equal to Development length (Ld), but not
less than 24ф
Lap length = Ld ≮ 24 ф IS 456
Clause No.: 26.2.1
Page No.: 42
Development length

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Development length

  • 1. PREPARED BY: Asst. Prof. GAURANG PRAJAPATI CIVIL DEPARTMENT DEVELOPMENT LENGTH Mahatma Gandhi Institute Of Technical Education & Research Centre, Navsari (396450) ELEMENTARY STRUCTURAL DESIGN 6TH SEMESTER CIVIL ENGINEERING
  • 2. INTRODUCTION  DEVELOPMENT LENGTH (Ld):  A length of reinforcement embedded in concrete so that it can develop the bond stress, is termed as Development length. ESD 2160607 2 DEVELOPMENT LENGTH
  • 3. INTRODUCTION ESD 2160607 3 DEVELOPMENT LENGTH Where, Ld = Development length 𝜙 = Dia. Of bar 𝜎𝑠 = Stress in bar = 0.87 fy 𝜏 𝑏𝑑 = Design bond stress in concrete Ld = 𝝓 𝝈 𝒔 𝟒 𝝉 𝒃𝒅 IS 456 Clause No.: 26.2.1 Page No.: 42
  • 4. DESIGN BOND STRESS IN CONCRETE (𝝉 𝒃𝒅) ESD 2160607 4 DEVELOPMENT LENGTH Grade of concrete M 20 M 25 M 30 M 35 M 40 & Above IS 456 Clause : 26.2.1.1 Page No.: 43𝝉 𝒃𝒅 (N/mm2) 1.2 1.4 1.5 1.7 1.9  For plain bars in tension are as follow:  For Deformed bars (Fe 415 & Fe 500) (Tor Steel), these values shall be increased by 60%. (multiplied by 1.6)  For bars in compression (column), these values shall be increased by 25%. (multiplied by 1.25)
  • 5. DESIGN BOND STRESS IN CONCRETE (𝝉 𝒃𝒅) ESD 2160607 5 DEVELOPMENT LENGTH  For Example: Type of bars 𝝉 𝒃𝒅 (N/mm2)  M 20 grade, Plain bars in tension 1.2  M 20 grade, Plain bars in compression 1.2 × 1.25  M 20 grade, Deformed bars in tension 1.2 × 1.6  M 20 grade, Deformed bars in compression 1.2 × 1.6 × 1.25
  • 6. LAP LENGTH: ESD 2160607 6 DEVELOPMENT LENGTH  The length of bar extended over the other bars in beam, column, etc. is called lap length.
  • 7. LAP LENGTH: ESD 2160607 7 DEVELOPMENT LENGTH  The lap length in compression shall be equal to Development length (Ld), but not less than 24ф Lap length = Ld ≮ 24 ф IS 456 Clause No.: 26.2.1 Page No.: 42