ACI 216R : 1989(R2001)
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
GUIDE FOR DETERMINING FIRE ENDURANCE OF CONCRETE ELEMENTS
23-07-2013
12-01-2013
Chapter 1 - General
1.1 Scope
1.2 Definitions and notation
1.3 Standard fire tests of building construction and
materials
1.4 Application of design principles
Chapter 2 - Fire endurance of concrete slabs and beams
2.1 Simply supported (unrestrained) slabs and beams
2.2 Continuous beams and slabs
2.3 Fire endurance of floors and roofs in which
restraint to thermal expansion occurs
2.4 Heat transmission
Chapter 3 - Fire endurance of walls
3.1 Scope
3.2 Plain and reinforced concrete walls
3.3 Concrete masonry walls
Chapter 4 - Reinforced concrete columns
4.1 General
Chapter 5 - Properties of concrete at high
5.1 Compressive strength
5.2 Modulus of elasticity
5.3 Thermal expansion
5.4 Stress-strain relationships
5.5 Creep
Chapter 6 - Properties of concrete at high temperatures
6.1 Compressive strength
6.2 Linear thermal expansion
6.3 Modulus of elasticity and shear modulus
6.4 Possion's ratio
6.5 Stress-strain relationships
6.6 Stress relaxation and creep
6.7 Thermal conductivity, specific heat, and thermal
diffusivity
Chapter 7 - Temperature distribution within concrete
members exposed to a standard fire
7.1 Slabs
7.2 Rectangular and tapered joists
7.3 Double T units
7.4 Masonry units
7.5 Columns
Chapter 8 - Examples
Chapter 9 - References
9.1 Documents of standards-producing organizations
9.2 Cited references
Appendix - Design of building elements for prescribed
level of fire safety
This guide for determining the fire resistance of concrete elements is a summary of practical information intended for use by architects, engineers & building officials who must design concrete structures for particular fire resistances or evaluate structures as designed. The guide contains information for determining the fire endurance of simply supported slabs & beams: continuous beams & slabs; floors & roofs in which restraint to thermal expansion occurs; walls; & reinforced concrete columns. Information is also given for determining the fire endurance of concrete members based on heat transmission criteria. Also included is information on the properties of steel & concrete at high temperatures, temperature distributions within concrete members exposed to fire.
Committee |
216
|
DocumentType |
Standard
|
PublisherName |
American Concrete Institute
|
Status |
Withdrawn
|
ACI 350.2R : 2004 | CONCRETE STRUCTURES FOR CONTAINMENT OF HAZARDOUS MATERIALS |
PD ISO/TR 12471:2004 | Computational structural fire design. Review of calculation models, fire tests for determining input material data and needs for further development |
ACI 221R : 1996 | GUIDE FOR USE OF NORMAL WEIGHT AND HEAVYWEIGHT AGGREGATES IN CONCRETE |
CSA S806: 2012 | DESIGN AND CONSTRUCTION OF BUILDING STRUCTURES WITH FIBRE-REINFORCED POLYMERS |
ISO/TR 12471:2004 | Computational structural fire design Review of calculation models, fire tests for determining input material data and needs for further development |
ACI 209.1R : 2005 | REPORT ON FACTORS AFFECTING SHRINKAGE AND CREEP OF HARDENED CONCRETE |
ACI 365.1R : 2017 | REPORT ON SERVICE LIFE PREDICTION |
ACI 437R : 2003 | STRENGTH EVALUATION OF EXISTING CONCRETE BUILDINGS |
UL 618:9ED 1995-02-27 | Standard for Concrete Masonry Units |
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