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R-2
ACI COMMITTEE REPORT
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| Design of Slabs-on-Ground360R-2
ACI COMMITTEE REPORT
Chapter 4—Loads, p. 360R-17
4.1—Introduction
4.2—Vehicular loads
4.3—Concentrated loads
4.4—Distributed loads
4.5—Line and strip loads
4.6—Unusual loads
4.7—Construction loads
4.8—Environmental factors
4.9—Factors of safety
Chapter 5—Joints, p. 360R-21
5.1—Introduction
5.2—Load-transfer mechanisms
5.3—Sawcut contraction joints
5.4—Joint protection
5.5—Joint filling and sealing
Chapter 6—Design of unreinforced concrete slabs,
p. 360R-29
6.1—Introduction
6.2—Thickness design methods
6.3—Shear transfer at joints
6.4—Maximum joint spacing
Chapter 7—Design of slabs reinforced for crack-
width control, p. 360R-32
7.1—Introduction
7.2—Thickness design methods
7.3—Reinforcement for crack-width control only
7.4—Reinforcement for moment capacity
7.5—Reinforcement location
Chapter 8—Design of shrinkage-compensating
concrete slabs, p. 360R-32
8.1—Introduction
8.2—Thickness determination
8.3—Reinforcement
8.4—Other considerations
Chapter 9—Design of post-tensioned slabs-on-
ground, p. 360R-36
9.1—Notation
9.2—Definitions
9.3—Introduction
9.4—Applicable design procedures
9.5—Slabs post-tensioned for crack control
9.6—Industrial slabs with post-tensioned reinforcement
for structural support
9.7—Residential slabs with post-tensioned reinforcement
for structural action
9.8—Design for slabs on expansive soils
9.9—Design for slabs on compressible soil
Chapter 10—Fiber-reinforced concrete slabs-on-
ground, p. 360R-45
10.1—Introduction
10.2—Polymeric fiber reinforcement
10.3—Steel fiber reinforcement
Chapter 11—Structural slabs-on-ground
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