ACI CODE-349-13 : Code Requirements for Nuclear Safety-Related Concrete Structures and Commentary.

By:

American Concrete Institute. ACI Committee 349

Material type:

Computer filePublisher: American Concrete Institute, 2014Description: 196 pContent type:

text

Media type:

unmediated

Carrier type:

volume

ISBN:

9780870312519

Subject(s):

Contents:

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

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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

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