supporting building code loads, p. 360R-48 11.1—Introduction
11.2—Design considerations
Chapter 12—Design of slabs for refrigerated facilities, p. 360R-49 12.1—Introduction
12.2—Design and specification considerations
12.3—Temperature drawdown
Chapter 13—Reducing effects of slab shrinkage and curling, p. 360R-50 13.1—Introduction
13.2—Drying and thermal shrinkage
13.3—Curling and warping
13.4—Factors that affect shrinkage and curling
13.5—Compressive strength and shrinkage
13.6—Compressive strength and abrasion resistance
13.7—Removing restraints to shrinkage
13.8—Base and vapor retarders/barriers
13.9—Distributed reinforcement to reduce curling and
number of joints
13.10—Thickened edges to reduce curling
13.11—Relation between curing and curling
13.12—Warping stresses in relation to joint spacing
13.13—Warping stresses and deformation
13.14—Effect of eliminating sawcut contraction joints
with post-tensioning or shrinkage-compensating
concrete
13.15—Summary and conclusions
Chapter 14—References, p. 360R-57 14.1—Referenced standards and reports
14.2—Cited references
APPENDIX Appendix 1—Design examples using PCA method, p. 360R-61 A1.1—Introduction
A1.2—PCA thickness design for single-axle load
A1.3—PCA thickness design for slab with post loading
A1.4—Other PCA design information
Appendix 2—Slab thickness design by WRI method, p. 360R-63 A2.1—Introduction
A2.2—WRI thickness selection for single-axle wheel load
A2.3—WRI thickness selection for aisle moment due to
uniform loading
Appendix 3—Design examples using COE charts, p. 360R-64 A3.1—Introduction
A3.2—Vehicle wheel loading
A3.3—Heavy forklift loading
