Table of Contents
CHAPTER 1—INTRODUCTION AND SCOPE
1.1—Introduction: history of two-way slab system
1.2—Scope
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
CHAPTER 3—ANALYSIS METHODS
3.1—General
3.2—Analysis methods
3.3—Finite element analysis
3.4—Yield-line theory
3.5—Strip method analysis
CHAPTER 4—DESIGN PROCEDURES
4.1—General
4.2—Gravity loading
4.3—Flexural design
4.4—Two-way action slab shear
4.5—Critical section
4.6—Openings in slab systems
4.7—Unbalanced moments
4.8—Shear strength
4.9—Post-tensioned slabs
CHAPTER 5—SLAB REINFORCEMENT AND DETAILING
5.1—General
5.2—Slabs without beams
5.3—Corner reinforcement
5.4—Slab with drop panel
5.5—Column strip reinforcement
5.6—Middle strip reinforcement
5.7—Bent bars
5.8—Slab shear reinforcement
5.9—Post-tensioned slabs
5.10—Bonded reinforcement in post-tensioned slabs
CHAPTER 6—SERVICEABILITY CONSIDERATION
6.1—Minimum slab thickness
6.2—Deflection analysis
6.3—Crack control in reinforced two-way action structural slabs and plates
CHAPTER 7—DESIGN OF SLAB-COLUMN FRAMES UNDER LATERAL FORCES
7.1—General
7.2—Analysis of slab-column frames under lateral forces
7.3—Arrangement of reinforcement in slabs for intermediate moment frames
7.4—Slab-column frames not designated as part of the seismic-force-resisting system
7.5—Transfer of moments to column
CHAPTER 8—REFERENCES
Authored documents
APPENDIX A—EXCERPT BUILDING CODE PROVISIONS
A.1—Direct design method (ACI 318-14, Section 8.10)
A.2—Equivalent frame method (ACI 318-14, Section 8.11)