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360R-10 Guide to Design of Slabs-on-Ground
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DES CRI P TI ON
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This guide presents information on the design of slabs-on-ground, primarily industrial floors. It addresses the
planning, design, and detailing of slabs. Background information on design theories is followed by discussion of
the types of slabs, soil-support systems, loadings, and jointing. Design methods are given for unreinforced
concrete, reinforced concrete, shrinkage-compensating concrete, post-tensioned concrete, fiber-reinforced
concrete slabs-on-ground, and slabs-on-ground in refrigerated buildings, followed by information on shrinkage
and curling.
Advantages and disadvantages of these slab design methods are provided, including the ability of some slab
designs to minimize cracking and curling more than others. Even with the best slab designs and proper
construction, it is unrealistic to expect crack-free and curl-free floors. Every owner should be advised by the
designer and contractor that it is normal to expect some cracking and curling on every project. This does not
necessarily reflect adversely on the adequacy of the floors design or quality of construction. Design examples are
given.
Keywords: curling; design; floors-on-ground; grade floors; industrial floors; joints; load types; post-tensioned
concrete; reinforcement (steel, fibers); shrinkage; shrinkage-compensating; slabs; slabs-on-ground; soil
mechanics; warping.
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DOCUMENT DETAI LS
Author: ACI Committee 360
Publication Year: 2010
Pages: 72
ISBN: 9780870313714
Categories: Slabs
Formats: Printed Document or Protected PDF
TABLE OF CONTENTS
Chapter 1Introduction, p. 360R-3
1.1Purpose and scope
1.2Work of ACI Committee 360 and other relevant committees
1.3Work of non-ACI organizations
1.4Design theories for slabs-on-ground
1.5Construction document information
1.6Further research
Chapter 2Definitions, p. 360R-5
2.1Definitions
Chapter 3Slab types, p. 360R-6
3.1Introduction
3.2Slab types
3.3General comparison of slab types
3.4Design and construction variables
3.5Conclusion
Chapter 4Soil support systems for slabs-on-ground, p. 360R-8
4.1Introduction
4.2Geotechnical engineering reports
4.3Subgrade classification
4.4Modulus of subgrade reaction
4.5Design of slab-support system
4.6Site preparation
4.7Inspection and site testing of slab support
4.8Special slab-on-ground support problems
Chapter 5Loads, p. 360R-18
5.1Introduction
5.2Vehicular loads
5.3Concentrated loads
5.4Distributed loads
5.5Line and strip loads
5.6Unusual loads
5.7Construction loads
5.8Environmental factors
5.9Factors of safety
Chapter 6Joints, p. 360R-22
6.1Introduction
6.2Load-transfer mechanisms
6.3Sawcut contraction joints
6.4Joint protection
6.5Joint filling and sealing
Chapter 7Design of unreinforced concrete slabs,p. 360R-31
7.1Introduction
7.2Thickness design methods
7.3Shear transfer at joints
7.4Maximum joint spacing
Chapter 8Design of slabs reinforced for crack-width control, p. 360R-34
8.1Introduction
8.2Thickness design methods
8.3Reinforcement for crack-width control only
Chapter 9Design of shrinkage-compensating concrete slabs, p. 360R-34
9.1Introduction
9.2Thickness determination
9.3Reinforcement
9.4Other considerations
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Chapter 10Design of post-tensioned slabs-on-ground, p. 360R-38
10.1Introduction
10.2Applicable design procedures
10.3Slabs post-tensioned for crack control
10.4Industrial slabs with post-tensioned reinforcement for structural support
Chapter 11Fiber-reinforced concrete slabs-on-ground, p. 360R-40
11.1Introduction
11.2Synthetic fiber reinforcement
11.3Steel fiber reinforcement
Chapter 12Structural slabs-on-ground supporting building code loads, p. 360R-44
12.1Introduction
12.2Design considerations
Chapter 13Design of slabs for refrigerated facilities, p. 360R-44
13.1Introduction
13.2Design and specification considerations
13.3Temperature drawdown
Chapter 14Reducing effects of slab shrinkage and curling, p. 360R-45
14.1Introduction
14.2Drying and thermal shrinkage
14.3Curling and warping
14.4Factors that affect shrinkage and curling
14.5Compressive strength and shrinkage
14.6Compressive strength and abrasion resistance
14.7Removing restraints to shrinkage
14.8Base and vapor retarders/barriers
14.9Distributed reinforcement to reduce curling and number of joints
14.10Thickened edges to reduce curling
14.11Relation between curing and curling
14.12Warping stresses in relation to joint spacing
14.13Warping stresses and deformation
14.14Effect of eliminating sawcut contraction joints with post-tensioning or shrinkage-compensating concrete
14.15Summary and conclusions
Chapter 15References, p. 360R-53
15.1Referenced standards and reports
15.2Cited references
Appendix 1Design examples using Portland Cement Association method, p. 360R-58
A1.1Introduction
A1.2The PCA thickness design for single-axle load
A1.3The PCA thickness design for slab with post loading
A1.4Other PCA design information
Appendix 2Slab thickness design by Wire Reinforcement Institute method, p. 360R-60
A2.1Introduction
A2.2The WRI thickness selection for single-axle wheel load
A2.3The WRI thickness selection for aisle moment due to uniform loading
Appendix 3Design examples using Corps of Engineers charts, p. 360R-63
A3.1Introduction
A3.2Vehicle wheel loading
A3.3Heavy lift truck loading
Appendix 4Slab design using post-tensioning, p. 360R-63
A4.1Design example: Post-tensioning to minimize cracking
A4.2Design example: Equivalent tensile stress design
Appendix 5Design example using shrinkagecompensating concrete, p. 360R-65
A5.1Introduction
A5.2Example selecting the optimum amount of reinforcement to maximize the compressive stress in the
concrete where the slab thickness, the joint spacing, and prism expansion are known
Appendix 6Design examples for steel FRC slabs-on- ground using yield line method, p. 360R-66
A6.1Introduction
A6.2Assumptions and design criteria
Appendix 7Construction document information,p. 360R-67
A7.1Introduction
A7.2Example design criteria
A7.3Typical details
Conversion factors, p. 360R-72
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