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ACI 216R : 1989(R2001)

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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

Withdrawn date

07-23-2013

Published date

01-12-2013

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
S806-12 (R2017) 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 Standard for Concrete Masonry Units

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