ACI 349M : 2013

INTRODUCTION
CHAPTER 1 - GENERAL REQUIREMENTS
CHAPTER 2 - NOTATION AND DEFINITIONS
CHAPTER 3 - MATERIALS
CHAPTER 4 - DURABILITY REQUIREMENTS
CHAPTER 5 - CONCRETE QUALITY, MIXING,
            AND PLACING
CHAPTER 6 - FORMWORK, EMBEDMENTS, AND
            CONSTRUCTION JOINTS
CHAPTER 7 - DETAILS OF REINFORCEMENT
CHAPTER 8 - ANALYSIS AND DESIGN - GENERAL
            CONSIDERATIONS
CHAPTER 9 - STRENGTH AND SERVICEABILITY
            REQUIREMENTS
CHAPTER 10 - FLEXURE AND AXIAL LOADS
CHAPTER 11 - SHEAR AND TORSION
CHAPTER 12 - DEVELOPMENT AND SPLICES OF
             REINFORCEMENT
CHAPTER 13 - TWO-WAY SLAB SYSTEMS
CHAPTER 14 - WALLS
CHAPTER 15 - FOOTINGS
CHAPTER 16 - PRECAST CONCRETE
CHAPTER 17 - COMPOSITE CONCRETE FLEXURAL
             MEMBERS
CHAPTER 18 - PRESTRESSED CONCRETE
CHAPTER 19 - SHELLS
CHAPTER 20 - STRENGTH EVALUATION OF
             EXISTING STRUCTURES
CHAPTER 21 - PROVISIONS FOR EARTHQUAKE-RESISTANT
             DESIGN
CHAPTER 22 - STRUCTURAL PLAIN CONCRETE
APPENDIX A - STRUT-AND-TIE MODELS
APPENDIX B - ALTERNATIVE PROVISIONS FOR
             REINFORCED AND PRESTRESSED CONCRETE
             FLEXURAL AND COMPRESSION MEMBERS
APPENDIX C - ALTERNATIVE LOAD AND
             STRENGTH-REDUCTION FACTORS
APPENDIX D - ANCHORING TO CONCRETE
APPENDIX E - THERMAL CONSIDERATION
APPENDIX F - SPECIAL PROVISIONS FOR IMPULSIVE
             AND IMPACTIVE EFFECTS
SUMMARY OF CHANGES FOR ACI 349M-13 CODE

Describes the proper design and construction of concrete structures that form part of a nuclear power plant and that have nuclear safety-related functions, but does not cover concrete reactor vessels and concrete containment structures.