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ACI CODE-550.5-18:Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5) and Commentary (ACI 550.5R) with ERRATA as of September 30, 2022 >
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ACI CODE-550.5-18:Code Requirements for the Design of Precast Concrete Diaphragms for Earthquake Motions (ACI 550.5) and Commentary (ACI 550.5R) with ERRATA as of September 30, 2022, 2018
- TITLE PAGE
- CHAPTER 1—GENERAL
- 1.1—Introduction
- 1.2—Scope
- 1.3—Structural drawings
- 1.4—Units
- CHAPTER 2—NOTATION AND DEFINITIONS
- 2.1—Notation
- 2.2—Definitions
- CHAPTER 3—REFERENCED STANDARDS
- CHAPTER 4—GENERAL CONSIDERATIONS
- 4.1—General design considerations
- 4.2—Materials
- 4.3—Minimum thickness
- 4.4—Tolerances
- CHAPTER 5—DESIGN FORCES, SEISMIC DEMAND LEVELS, AND ANALYSIS
- 5.1—General
- 5.2—Diaphragm seismic design force
- 5.3—Diaphragm seismic demand level
- 5.4—Diaphragm nominal shear strength
- 5.5—Diaphragm modeling and analysis
- CHAPTER 6—DIAPHRAGM DESIGN OPTIONS
- 6.1—General
- 6.2—Elastic design option
- 6.3—Basic design option
- 6.4—Reduced design option
- CHAPTER 7—DIAPHRAGM CONNECTIONS AND REINFORCEMENT AT JOINTS
- 7.1—General
- 7.2—Connection classifications
- 7.3—Deformed bar reinforcement
- 7.4—Special inspection
- R8—COMMENTARY REFERENCES AND ACRONYMS
- R8.1—References
- R8.2—Acronyms
- CHAPTER 1—GENERAL [Go to Page]
- CHAPTER 2—NOTATION AND DEFINITIONS [Go to Page]
- CHAPTER 3—REFERENCED STANDARDS
- CHAPTER 4—GENERAL CONSIDERATIONS [Go to Page]
- CHAPTER 5—DESIGN FORCES, SEISMIC DEMAND LEVELS, AND ANALYSIS [Go to Page]
- CHAPTER 6—DIAPHRAGM DESIGN OPTIONS [Go to Page]
- CHAPTER 7—DIAPHRAGM CONNECTIONS AND REINFORCEMENT AT JOINTS [Go to Page]
- R8—COMMENTARY REFERENCES AND ACRONYMS [Go to Page]
