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Presentation#04
“Fire Resistance of Buildings”
Group Members:
1. Muhammad Irshad Khan
2. Bashir Ahmad
3. Muhammad Arsalan Khattak
Supervisor:
Dr. Khan Shahzada
Introduction
 Fire Engineering After WTC
 Fire Issues In High Rise Buildings
 Common Fire Hazards
Destruction due to Fire in Pakistan
LDA Karachi garments factory
Destruction due to Fire in Pakistan
Ghakkar plaza during fire Ghakkar plaza after fire
Problem Statement
• The destruction taken place in the above buildings
is due to inadequate fire designing, therefore,
investigation of fire resisting construction on
scientific basis is necessary.
Objectives
To improve the resistance of structure exposed to fire:
To find compressive strength of concrete made of
different types of aggregates at different
temperatures.
To show strength variation for concrete made of
same type of aggregates under different
temperatures.
Fire stages
Fire Protection Systems
TOTAL FIRE
PROTECTION SYSTEM
ACTIVE FIRE SYSTEM PASSIVE FIRE SYSTEM
1. Smokes detectors
2. Sprinklers
3. Fire alarms
1. Fire rated walls
2. Fire rated floors
3. Fire rated separations
Effects of Fire on Concrete
• Mechanical Properties: Deterioration of
mechanical properties most importantly the
loss of compressive strength and stiffness.
• Spalling: Forcible ejection of chunks of
concrete from the surface of the material.
Resulting in:
a. Reduction of the cross-section of a structural
member.
b. Exposing the reinforcement to the fire.
Concrete Spalling
Factors Influencing Spalling
• Heating rate
• Heating exposure
• Section size
• Section shape
• Moisture content
• Permeability
• Age of concrete
• Compressive stress
• Type of aggregate
Techniques For Fire Resistance in
Buildings
Fire-Rated Walls/Fire Walls Fire Doors
A firewall is a fireproof barrier used to
prevent the spread of fire between or
through buildings.
A fire door is a door used as a fire-passive
fire protection system to reduce the spread
of fire or smoke between compartments.
Fire Resistant Glass Fire-Resistant Rated Floors
Similar function as that of the
fire-resistant walls i.e.
compartmentalization
Thermopore
• It is an innovative high performance ready to mix thermal
insulating plaster product for both internal & external use.
• Appearance: Dry white powder
• Fire Resistance: 500ᵒC with a melting point of 1100ᵒC
• Extremely light-weight
Why Fire Protection for Steel?
Fire Test on Open Web Steel
Joists
Fire Test on Steel Box
Columns
Fire Protection Techniques For Steel
Insulation Method Heat Sink Method
CODE PROVISIONS FOR FIRE
ASTM:
ASTM E84(NFPA255) ASTMC514, ASTM C216, ASTM C547 or ASTM F1667,
ASTM C652
ASTM E 119a
(UB 263, UBC 7-1, NEPA 251, ANSI A2.1)
NEPA:
NFPA 92A, NFPA 92B, NFPA 256, NFPA 101, NFPA 701, NFPA 90A, NFPA 1,
NFPA 287
ACI:
ACI 216.1-97 ACI 216H-89,
IBC:
Chapter # 7, Chapter # 9, Chapter #10
IWUIC:
(International Wildland-Urban Interface Code)
Euro codes and CBC
CODE PROVISIONS FOR FIRE
Working process
Stones
Coarse
Aggregate
(60%)
Fine Aggregate
(40%)
Concrete Blocks
Concrete Blocks
Fired
UTM
Compression
Results
+
Aggregate = 65%-85% of total volume of concrete
•Pre-fire
•Post-fire
Sample Name Sample
Number
Temperature Strength (psi)
Limestone
(carbonaceous Agg)
1 77°F 3607.00
2 600°F 2813.46
3 1200°F 1530.98
Granite
(siliceous Agg)
1 77°F 5144.12
2 600°F 3398.79
3 1200°F 2761.90
Quartzite
(metamorphic rock)
1 77°F 4164.29
2 600°F 1604.48
3 1200°F 1530.99
At Different Temperatures and their Percent Strength Reduction
Table: Results for Concrete Strength of 2-Hour Rated Fire
0
1000
2000
3000
4000
5000
6000
77 600 1200
granite
limestone
Quartizite
Temperature (°F)
strength(psi)
Compressive Strength vs temperature
Conclusions:
For the above three materials tested
• Granite is best materials in giving strength to concrete ( i.e.
5000psi at room temperature & about 3000 psi at 1200 °F)
• Quartzite is stronger a room temperature but too weak at high
temperature)
• Limestone showing normal strength at 77 °F and losing 50 %
of strength over 1200°F
Fire Simulation Software
• SAFIR is computer software developed at the
University of Liege (Belgium) for the simulation of
the behavior of building subjected to fire.
• Input:
(1)Evolution of the gas temperature in the fire
compartment.
(2)Evolution of the net flux on the surface of the
structure.
• Duration: In the order of magnitude of the duration of
a building fire, i.e. some hours at maximum.
• Output: Temperature, stresses and displacements in
the structural elements.
• Price:
Research Version: 1000€(133825 PKR)
Commercial Version: 5000€(669124PKR)
Demonstration Examples
2D thermal calculation: ¼ of a
concrete section
2D thermal calculation: a steel
section
2D Examples
3D Example
3D thermal calculation: a concrete beam with a circular hole in
the web
Any Question?
Fire design of buiding  Er Bashir ahmad

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Fire design of buiding Er Bashir ahmad

  • 1. 3
  • 2. Presentation#04 “Fire Resistance of Buildings” Group Members: 1. Muhammad Irshad Khan 2. Bashir Ahmad 3. Muhammad Arsalan Khattak Supervisor: Dr. Khan Shahzada
  • 3. Introduction  Fire Engineering After WTC  Fire Issues In High Rise Buildings  Common Fire Hazards
  • 4. Destruction due to Fire in Pakistan LDA Karachi garments factory
  • 5. Destruction due to Fire in Pakistan Ghakkar plaza during fire Ghakkar plaza after fire
  • 6. Problem Statement • The destruction taken place in the above buildings is due to inadequate fire designing, therefore, investigation of fire resisting construction on scientific basis is necessary.
  • 7. Objectives To improve the resistance of structure exposed to fire: To find compressive strength of concrete made of different types of aggregates at different temperatures. To show strength variation for concrete made of same type of aggregates under different temperatures.
  • 9. Fire Protection Systems TOTAL FIRE PROTECTION SYSTEM ACTIVE FIRE SYSTEM PASSIVE FIRE SYSTEM 1. Smokes detectors 2. Sprinklers 3. Fire alarms 1. Fire rated walls 2. Fire rated floors 3. Fire rated separations
  • 10. Effects of Fire on Concrete • Mechanical Properties: Deterioration of mechanical properties most importantly the loss of compressive strength and stiffness. • Spalling: Forcible ejection of chunks of concrete from the surface of the material. Resulting in: a. Reduction of the cross-section of a structural member. b. Exposing the reinforcement to the fire.
  • 12. Factors Influencing Spalling • Heating rate • Heating exposure • Section size • Section shape • Moisture content • Permeability • Age of concrete • Compressive stress • Type of aggregate
  • 13. Techniques For Fire Resistance in Buildings Fire-Rated Walls/Fire Walls Fire Doors A firewall is a fireproof barrier used to prevent the spread of fire between or through buildings. A fire door is a door used as a fire-passive fire protection system to reduce the spread of fire or smoke between compartments.
  • 14. Fire Resistant Glass Fire-Resistant Rated Floors Similar function as that of the fire-resistant walls i.e. compartmentalization
  • 15. Thermopore • It is an innovative high performance ready to mix thermal insulating plaster product for both internal & external use. • Appearance: Dry white powder • Fire Resistance: 500ᵒC with a melting point of 1100ᵒC • Extremely light-weight
  • 16. Why Fire Protection for Steel? Fire Test on Open Web Steel Joists Fire Test on Steel Box Columns
  • 17. Fire Protection Techniques For Steel Insulation Method Heat Sink Method
  • 18. CODE PROVISIONS FOR FIRE ASTM: ASTM E84(NFPA255) ASTMC514, ASTM C216, ASTM C547 or ASTM F1667, ASTM C652 ASTM E 119a (UB 263, UBC 7-1, NEPA 251, ANSI A2.1) NEPA: NFPA 92A, NFPA 92B, NFPA 256, NFPA 101, NFPA 701, NFPA 90A, NFPA 1, NFPA 287 ACI: ACI 216.1-97 ACI 216H-89, IBC: Chapter # 7, Chapter # 9, Chapter #10 IWUIC: (International Wildland-Urban Interface Code) Euro codes and CBC CODE PROVISIONS FOR FIRE
  • 19. Working process Stones Coarse Aggregate (60%) Fine Aggregate (40%) Concrete Blocks Concrete Blocks Fired UTM Compression Results +
  • 20. Aggregate = 65%-85% of total volume of concrete
  • 22. Sample Name Sample Number Temperature Strength (psi) Limestone (carbonaceous Agg) 1 77°F 3607.00 2 600°F 2813.46 3 1200°F 1530.98 Granite (siliceous Agg) 1 77°F 5144.12 2 600°F 3398.79 3 1200°F 2761.90 Quartzite (metamorphic rock) 1 77°F 4164.29 2 600°F 1604.48 3 1200°F 1530.99 At Different Temperatures and their Percent Strength Reduction Table: Results for Concrete Strength of 2-Hour Rated Fire
  • 23. 0 1000 2000 3000 4000 5000 6000 77 600 1200 granite limestone Quartizite Temperature (°F) strength(psi) Compressive Strength vs temperature
  • 24. Conclusions: For the above three materials tested • Granite is best materials in giving strength to concrete ( i.e. 5000psi at room temperature & about 3000 psi at 1200 °F) • Quartzite is stronger a room temperature but too weak at high temperature) • Limestone showing normal strength at 77 °F and losing 50 % of strength over 1200°F
  • 25. Fire Simulation Software • SAFIR is computer software developed at the University of Liege (Belgium) for the simulation of the behavior of building subjected to fire. • Input: (1)Evolution of the gas temperature in the fire compartment. (2)Evolution of the net flux on the surface of the structure.
  • 26. • Duration: In the order of magnitude of the duration of a building fire, i.e. some hours at maximum. • Output: Temperature, stresses and displacements in the structural elements. • Price: Research Version: 1000€(133825 PKR) Commercial Version: 5000€(669124PKR)
  • 27. Demonstration Examples 2D thermal calculation: ¼ of a concrete section 2D thermal calculation: a steel section 2D Examples
  • 28. 3D Example 3D thermal calculation: a concrete beam with a circular hole in the web
  • 29.