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Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.