Table of Contents
CHAPTER 1—INTRODUCTION AND SCOPE
1.1—Introduction
1.2—Scope
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
CHAPTER 3—GUIDELINES FOR DESIGN
3.1—Classes of connections
3.2—Principles of connection design
3.3—Anchorage to concrete
3.4—Welding
3.5—Debonding
CHAPTER 4—PRECAST CONCRETE FLOOR SYSTEMS
4.1—Precast systems
4.2—Precast floor diaphragms
CHAPTER 5—LATERAL-LOAD-RESISTING SYSTEMS
5.1—Structural walls
5.2—Structural walls with large openings
5.3—Moment frames
CHAPTER 6—CONNECTIONS
6.1—Strength
6.2—Ductility
6.3—Volume change accommodation
6.4—Durability
6.5—Fire resistance
6.6—Constructibility
6.7—Aesthetics
6.8—Seismic requirements
6.9—Tolerances
6.10—Vertical connections
CHAPTER 7—ERECTION CONSIDERATIONS
CHAPTER 8—WELDING CONSIDERATIONS
8.1—Steel assemblies
8.2—Galvanized steel
8.3—Stainless steel
8.4—Reinforcement
8.5—Welding practices for epoxy-coated material
CHAPTER 9—GROUTING
CHAPTER 10—REFERENCES
Return/Exchange Policy
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Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).