International Building Code 1907.10
Lateral reinforcement for compression members.
Lateral reinforcement for concrete compression members shall
comply with the provisions of ACI 318, Section 7.10.
International Building Code 1907.1
Hooks. Standard hooks on reinforcing bars used in
concrete construction shall comply withACI 318, Section 7.1.
International Building Code 1907.11
Lateral reinforcement for flexural members. Lateral
reinforcement for compression reinforcement in concrete
flexural members shall comply with the provisions ofACI 318,
Section 7.11.
International Building Code 1907.12
Shrinkage and temperature reinforcement. Reinforcement
for shrinkage and temperature stresses in concrete
members shall comply with the provisions of ACI 318, Section
7.12.
International Building Code 1907.13
Requirements for structural integrity. The detailing
of reinforcement and connections between concrete members
shall comply with the provisions ofACI 318, Section 7.13,
to improve structural integrity.
International Building Code 1907.2
Minimum bend diameters. Minimum reinforcement
bend diameters utilized in concrete construction shall comply
with ACI 318, Section 7.2.
International Building Code 1907.3
Bending. The bending of reinforcement shall comply
with ACI 318, Section 7.3.
International Building Code 1907.4
Surface conditions of reinforcement. The surface
conditions of reinforcement shall comply with the provisions
of ACI 318, Section 7.4.
International Building Code 1907.5
Placing reinforcement. The placement of reinforcement,
including tolerances on depth and cover, shall comply
with the provisions of ACI 318, Section 7.5. Reinforcement
shall be accurately placed and adequately supported before
concrete is placed.
International Building Code 1907.6
Spacing limits for reinforcement. The clear distance
between reinforcing bars, bundled bars, tendons and ducts
shall comply with ACI 318, Section 7.6.
International Building Code 1907.7
Concrete protection for reinforcement. The minimum
concrete cover for reinforcement shall comply with Sections
1907.7.1 through 1907.7.7.
Cast-in-place concrete (nonprestressed). Minimum
concrete cover shall be provided for reinforcement in
nonprestressed, cast-in-place concrete construction in accordance
with ACI 318, Section 7.7.1.
Cast-in-place concrete (prestressed). The minimum
concrete cover for prestressed and nonprestressed
reinforcement, ducts and end fittings in cast-in-place prestressed
concrete shall comply withACI 318, Section 7.7.2.
Precast concrete (manufactured under plant
control conditions). The minimum concrete cover for prestressed
and nonprestressed reinforcement, ducts and end
fittings in precast concrete manufactured under plant control
conditions shall comply with ACI 318, Section 7.7.3.
Bundled bars. The minimum concrete cover for
bundled bars shall comply with ACI 318, Section 7.7.4.
Corrosive environments. In corrosive environments
or other severe exposure conditions, prestressed and
nonprestressed reinforcement shall be provided with additional
protection in accordance withACI 318, Section 7.7.5.
Future extensions. Exposed reinforcement,
inserts and plates intended for bonding with future extensions
shall be protected from corrosion.
Fire protection. When this code requires a thickness
of cover for fire protection greater than the minimum
concrete cover specified in Section 1907.7, such greater
thickness shall be used.
International Building Code 1907.7.1
Cast-in-place concrete (nonprestressed). Minimum
concrete cover shall be provided for reinforcement in
nonprestressed, cast-in-place concrete construction in accordance
with ACI 318, Section 7.7.1.
International Building Code 1907.7.2
Cast-in-place concrete (prestressed). The minimum
concrete cover for prestressed and nonprestressed
reinforcement, ducts and end fittings in cast-in-place prestressed
concrete shall comply withACI 318, Section 7.7.2.
International Building Code 1907.7.3
Precast concrete (manufactured under plant
control conditions). The minimum concrete cover for prestressed
and nonprestressed reinforcement, ducts and end
fittings in precast concrete manufactured under plant control
conditions shall comply with ACI 318, Section 7.7.3.
International Building Code 1907.7.4
Bundled bars. The minimum concrete cover for
bundled bars shall comply with ACI 318, Section 7.7.4.
International Building Code 1907.7.5
Corrosive environments. In corrosive environments
or other severe exposure conditions, prestressed and
nonprestressed reinforcement shall be provided with additional
protection in accordance withACI 318, Section 7.7.5.
International Building Code 1907.7.6
Future extensions. Exposed reinforcement,
inserts and plates intended for bonding with future extensions
shall be protected from corrosion.
International Building Code 1907.7.7
Fire protection. When this code requires a thickness
of cover for fire protection greater than the minimum
concrete cover specified in Section 1907.7, such greater
thickness shall be used.
International Building Code 1907.8
Special reinforcement details for columns. Offset
bent longitudinal bars in columns and load transfer in structural
steel cores of composite compression members shall comply
with the provisions of ACI 318, Section 7.8.