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NAVEEN JANGIR 1Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE
OF INDIA 2016
Important Amendments
For
Structural Design
A Presentation by NAVEEN JANGIR
May 2017
NAVEEN JANGIR 2Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
INDEX
• General Design Amendments
• Earthquake Design Amendments
• Wind Design Amendments
• Recommendations
• Summary
NAVEEN JANGIR 3Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
General Design Amendments
NATIONAL BUILDING CODE
OF INDIA 2016
1) Minimum Grade of Concrete
2) Column Dimension
3) Beam Width
4) Reinforcement in Beams
5) Lintel Beams
NAVEEN JANGIR 4Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#886 (NBC Vol 1)
This amendment will not impact
mid and high rise projects as
concrete grade below M30 is
rarely used
NAVEEN JANGIR 5Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#886 (NBC Vol 1)
Re-bar diameter used in beams in
high rise projects typically lie in the
range of 25 mm to 32mm
This will result in larger minimum
column dimensions
This clause shall be kept in mind
while conceptualizing architectural
layout of the projects
Potential impact on all high rise
projects
NAVEEN JANGIR 6Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
400x400
Beam r/f
withT25 Re-bars
20 X 25mm = 500mm
500x500
BEFORE AFTER
NAVEEN JANGIR 7Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#883 (NBC Vol 1)
Now beams can not be made unreasonably
wide to satisfy the headroom requirements
during project design.
Continued…
NAVEEN JANGIR 8Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Column
500x600
Beam
Slab
Column
Beam
Slab
600mm
600mm
500mm
(600)+(0.75x500)+(0.75x500) = 1350mm
Maximum allowed width
(0.75x500) = 375mm (0.75x500) = 375mm
(0.75x500) = 375mm(0.75x500) = 375mm
(600)+(0.75x500)+(0.75x500) = 1350mm
Example
NAVEEN JANGIR 9Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#883 (NBC Vol 1)
10mm dia rebar in beams is now
prohibited.
This clause, however, will not have
any major impact on big projects
NAVEEN JANGIR 10Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#882 (NBC Vol 1)
This point shall be kept in mind by
structural engineer while making
ETABS model
This clause, however, will not
have any major impact on projects
NAVEEN JANGIR 11Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Earthquake Design Amendments
NATIONAL BUILDING CODE
OF INDIA 2016
1) Importance Factor
2) Minimum Lateral Force
3) Minimum thickness of Shear Walls
4) Flat Slab – Structural Wall System
5) Minimum Wall Percentage
6) Torsional Irregularity
7) Mass Participation Factor
8) Vertical Irregularity
9) Time Period
NAVEEN JANGIR 12Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#500 (NBC Vol 1)
Continued…
Previously I=1
Previously I=1
NAVEEN JANGIR 13Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
1.2 times the earlier force
If I = 1.2
NAVEEN JANGIR 14Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#499 (NBC Vol 1)
This clause has put a minimum base
shear limit.
This clause may affect low & mid
rise buildings
NAVEEN JANGIR 15Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
#892 (NBC Vol 1)
Structural walls of 160mm / 250 mm
that are planned in projects are no
more allowed.
Shear Wall
Coupling Beam
(Coupled Shear Wall System)
Modular buildings will have major impact due to
this amendment. 160mm coupled walls can no
more be used
NAVEEN JANGIR 16Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#501 (NBC Vol 1)
Taking R=3 using flat slab framing is practically become impossible now
in Zone III (Mumbai), Zone IV & Zone V
Ductile detailing is must now in Zone III, IV & V Continued…
NAVEEN JANGIR 17Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Band beams Conventional Beams
Conventional column-beam framing or band beams can be used
NAVEEN JANGIR 18Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#508 (NBC Vol 1)
This clause will impact commercial
building designs
Recheck all the commercial projects in your firm and most of them will not be able to satisfy this clause !
NAVEEN JANGIR 19Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016Scenario 1 Scenario 2 Similarly,
Core
(Strong Walls)
Core
(Strong Walls)
NAVEEN JANGIR 20Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1)
Δmax < 1.5Δmin  OK
1.5Δmin < Δmax < 2.0Δmin  Ensure Ttorson < Tnatural
Δmax > 2.0Δmin  Redesign
Torsional Irregularity is expect to arise in
buildings with unsymmetrical cores
NAVEEN JANGIR 21Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#496 (NBC Vol 1)
- Symmetric Distribution of stiffness
shall be planned
- Core should be at centre of the
building rather than on periphery
- Code also prohibits 100% symmetry
along both the direction.
- Think why?
NAVEEN JANGIR 22Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1)
Continued…
Floating Column
NAVEEN JANGIR 23Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Floating Column
NAVEEN JANGIR 24Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#502 (NBC Vol 1)
- New formula
- Increased time period
- No major impact on
projects
NAVEEN JANGIR 25Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#492 (NBC Vol 1)
This change will not have any major impact
NAVEEN JANGIR 26Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Wind Design Amendments
NATIONAL BUILDING CODE
OF INDIA 2016
1) Design Wind Speed
NAVEEN JANGIR 27Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#438 (NBC Vol 1)
New
A new factor of
importance has
been introduced
for cyclonic
region.
NAVEEN JANGIR 28Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
General Recommendations
NATIONAL BUILDING CODE
OF INDIA 2016
1) Excessive Cut-outs
2) Sudden Stiffness Change
NAVEEN JANGIR 29Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1)
Excessive Cut-outs and openings shall be
avoided
NAVEEN JANGIR 30Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Sudden change in lateral stiffness shall be avoided
Expansion Joint
NAVEEN JANGIR 31Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
SUMMARY
Quantity Cost
Since the amendments introduced are leading
towards increased member sizes and increased
forces, overall quantity consumption & project
cost is expected to go up.Engineers & Architects should
ensure that all new project
design is NBC compliant.
NAVEEN JANGIR 32Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer
NATIONAL BUILDING CODE OF INDIA 2016
Thank You!
Special Thanks to Mr. Vinayak Deshmukh (L&T Realty) for his contribution
Presented by Naveen Jangir

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National Building Code of India (NBC) 2016

  • 1. NAVEEN JANGIR 1Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Important Amendments For Structural Design A Presentation by NAVEEN JANGIR May 2017
  • 2. NAVEEN JANGIR 2Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer INDEX • General Design Amendments • Earthquake Design Amendments • Wind Design Amendments • Recommendations • Summary
  • 3. NAVEEN JANGIR 3Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 General Design Amendments NATIONAL BUILDING CODE OF INDIA 2016 1) Minimum Grade of Concrete 2) Column Dimension 3) Beam Width 4) Reinforcement in Beams 5) Lintel Beams
  • 4. NAVEEN JANGIR 4Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#886 (NBC Vol 1) This amendment will not impact mid and high rise projects as concrete grade below M30 is rarely used
  • 5. NAVEEN JANGIR 5Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#886 (NBC Vol 1) Re-bar diameter used in beams in high rise projects typically lie in the range of 25 mm to 32mm This will result in larger minimum column dimensions This clause shall be kept in mind while conceptualizing architectural layout of the projects Potential impact on all high rise projects
  • 6. NAVEEN JANGIR 6Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 400x400 Beam r/f withT25 Re-bars 20 X 25mm = 500mm 500x500 BEFORE AFTER
  • 7. NAVEEN JANGIR 7Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#883 (NBC Vol 1) Now beams can not be made unreasonably wide to satisfy the headroom requirements during project design. Continued…
  • 8. NAVEEN JANGIR 8Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Column 500x600 Beam Slab Column Beam Slab 600mm 600mm 500mm (600)+(0.75x500)+(0.75x500) = 1350mm Maximum allowed width (0.75x500) = 375mm (0.75x500) = 375mm (0.75x500) = 375mm(0.75x500) = 375mm (600)+(0.75x500)+(0.75x500) = 1350mm Example
  • 9. NAVEEN JANGIR 9Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#883 (NBC Vol 1) 10mm dia rebar in beams is now prohibited. This clause, however, will not have any major impact on big projects
  • 10. NAVEEN JANGIR 10Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#882 (NBC Vol 1) This point shall be kept in mind by structural engineer while making ETABS model This clause, however, will not have any major impact on projects
  • 11. NAVEEN JANGIR 11Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Earthquake Design Amendments NATIONAL BUILDING CODE OF INDIA 2016 1) Importance Factor 2) Minimum Lateral Force 3) Minimum thickness of Shear Walls 4) Flat Slab – Structural Wall System 5) Minimum Wall Percentage 6) Torsional Irregularity 7) Mass Participation Factor 8) Vertical Irregularity 9) Time Period
  • 12. NAVEEN JANGIR 12Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#500 (NBC Vol 1) Continued… Previously I=1 Previously I=1
  • 13. NAVEEN JANGIR 13Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 1.2 times the earlier force If I = 1.2
  • 14. NAVEEN JANGIR 14Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#499 (NBC Vol 1) This clause has put a minimum base shear limit. This clause may affect low & mid rise buildings
  • 15. NAVEEN JANGIR 15Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 #892 (NBC Vol 1) Structural walls of 160mm / 250 mm that are planned in projects are no more allowed. Shear Wall Coupling Beam (Coupled Shear Wall System) Modular buildings will have major impact due to this amendment. 160mm coupled walls can no more be used
  • 16. NAVEEN JANGIR 16Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#501 (NBC Vol 1) Taking R=3 using flat slab framing is practically become impossible now in Zone III (Mumbai), Zone IV & Zone V Ductile detailing is must now in Zone III, IV & V Continued…
  • 17. NAVEEN JANGIR 17Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Band beams Conventional Beams Conventional column-beam framing or band beams can be used
  • 18. NAVEEN JANGIR 18Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#508 (NBC Vol 1) This clause will impact commercial building designs Recheck all the commercial projects in your firm and most of them will not be able to satisfy this clause !
  • 19. NAVEEN JANGIR 19Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016Scenario 1 Scenario 2 Similarly, Core (Strong Walls) Core (Strong Walls)
  • 20. NAVEEN JANGIR 20Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1) Δmax < 1.5Δmin  OK 1.5Δmin < Δmax < 2.0Δmin  Ensure Ttorson < Tnatural Δmax > 2.0Δmin  Redesign Torsional Irregularity is expect to arise in buildings with unsymmetrical cores
  • 21. NAVEEN JANGIR 21Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#496 (NBC Vol 1) - Symmetric Distribution of stiffness shall be planned - Core should be at centre of the building rather than on periphery - Code also prohibits 100% symmetry along both the direction. - Think why?
  • 22. NAVEEN JANGIR 22Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1) Continued… Floating Column
  • 23. NAVEEN JANGIR 23Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Floating Column
  • 24. NAVEEN JANGIR 24Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#502 (NBC Vol 1) - New formula - Increased time period - No major impact on projects
  • 25. NAVEEN JANGIR 25Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#492 (NBC Vol 1) This change will not have any major impact
  • 26. NAVEEN JANGIR 26Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Wind Design Amendments NATIONAL BUILDING CODE OF INDIA 2016 1) Design Wind Speed
  • 27. NAVEEN JANGIR 27Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#438 (NBC Vol 1) New A new factor of importance has been introduced for cyclonic region.
  • 28. NAVEEN JANGIR 28Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 General Recommendations NATIONAL BUILDING CODE OF INDIA 2016 1) Excessive Cut-outs 2) Sudden Stiffness Change
  • 29. NAVEEN JANGIR 29Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016#495 (NBC Vol 1) Excessive Cut-outs and openings shall be avoided
  • 30. NAVEEN JANGIR 30Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Sudden change in lateral stiffness shall be avoided Expansion Joint
  • 31. NAVEEN JANGIR 31Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 SUMMARY Quantity Cost Since the amendments introduced are leading towards increased member sizes and increased forces, overall quantity consumption & project cost is expected to go up.Engineers & Architects should ensure that all new project design is NBC compliant.
  • 32. NAVEEN JANGIR 32Email: naveen.jangir1990@hotmail.comIIT Bombay Alumni | Structural Engineer NATIONAL BUILDING CODE OF INDIA 2016 Thank You! Special Thanks to Mr. Vinayak Deshmukh (L&T Realty) for his contribution Presented by Naveen Jangir