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ACI 349 Document Information:
Title
Code Requirements for Nuclear Safety-Related Concrete Structures (ACI 349-06) and Commentary
American Concrete Institute
Publication Date:
Jan 1, 2006
Scope:
This Code provides the minimum requirements for the design and
construction of nuclear safety
related concrete structures and structural elements for nuclear power
generating stations. Safety
related structures and structural elements subject to this standard
are those concrete structures
which support, house, or protect nuclear safety class systems or
component parts of nuclear safety
class systems.
Specifically excluded from this Code are those structures covered by
"Code for Concrete Reactor
Vessels and Containments," ASME Boiler and Pressure Vessel Code
Section III, Division 2, and
pertinent General Requirements (ACI Standard 359).
This Code includes design and loading conditions that are unique to
nuclear facilities including
shear design under biaxial tension conditions, consideration of
thermal and seismic effects, and
impact and impulsive loads.
This Code shall govern in all matters pertaining to design and
construction of reinforced-concrete
structures, as defined in 1.1.1, except where the Code is in conflict
with the specific provisions
of the regulatory or jurisdictional authorities.
This Code shall govern in all matters pertaining to design,
construction, and material properties
wherever this Code is in conflict with requirements contained in other
standards referenced in this
Code.
For special structures, such as arches, tanks, reservoirs, bins and
silos, blast-resistant
structures, and chimneys, provisions of this Code shall govern where
applicable.
This Code does not govern design and installation of portions of
concrete piles and drilled piers
embedded in ground.
This Code does not govern design and construction of soil-supported
slabs, unless the slab
transmits vertical loads from other portions of the structure to the
soil.
Concrete on steel form deck
Design and construction of structural concrete slabs cast on
stay-in-place, noncomposite steel form
deck are governed by this Code.
This Code does not govern the design of structural concrete slabs cast
on stay-in-place, composite
steel form deck. Concrete used in the construction of such slabs shall
be governed by Parts 1, 2,
and 3 of this Code, where applicable.
Special provisions for earthquake resistance - Provisions of Chapter
21 shall be satisfied. See
21.2.1.
Keywords:
- admixtures
- aggregates
- anchorage (structural)
- beam-column frame
- beams (supports)
- building codes
- cements
- cold weather construction
- columns (supports)
- combined stress
- composite construction (concrete and steel)
- composite construction (concrete to concrete)
- compressive strength
- concrete construction
- concretes
- concrete slabs
- construction joints
- continuity (structural)
- cover
- cracking (fracturing)
- creep properties
- curing
- deep beams
- deflection
- drawings (drafting)
- earthquake resistant structures
- edge beams
- embedded service ducts
- flexural strength
- floors
- folded plates
- footings
- formwork (construction)
- frames
- hot weather construction
- inspection
- joists
- loads (forces)
- load tests (structural)
- mixing
- mix proportioning
- modules of elasticity
- moments
- nuclear power plants
- nuclear reactor containments
- nuclear reactors
- nuclear reactor safety
- pipe columns
- pipes (tubes)
- placing
- precast concrete
- prestressed concrete
- prestressing steels
- quality control
- reinforced concrete
- reinforcing steels
- roofs
- safety
- serviceability
- shear strength
- shearwalls
- shells (structural forms)
- spans
- specifications
- splicing
- strength
- strength analysis
- structural analysis
- structural design
- T-beams
- temperature
- torsion
- walls
- water
- welded wire fabric
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