ACI 318-19 Building Code Requirements for Concrete and Commentary - SI Units

Title
ACI 318-19 Building Code Requirements for Concrete and Commentary - SI Units
Number of  Page
628 page
File Type
PDf
File Size
20MB

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PART 1: GENERAL

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CHAPTER 1 GENERAL..................................
CHAPTER 2 NOTATION AND TERMINOLOGY.................
CHAPTER 3 REFERENCED STANDARDS.....................
CHAPTER 4 STRUCTURAL SYSTEM REQUIREMENTS...........

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PART 2: LOADS and ANALYSIS

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CHAPTER 5 LOADS....................................
CHAPTER 6 STRUCTURAL ANALYSIS......................

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PART 3: MEMBERS

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CHAPTER 7 ONE-WAY SLABS............................
CHAPTER 8 TWO-WAY SLABS............................
CHAPTER 9 BEAMS....................................
CHAPTER 10 COLUMN..................................
CHAPTER 11 WALLS...................................
CHAPTER 12 DIAPHRAGMS..............................
CHAPTER 13 FOUNDATIONS.............................
CHAPTER 14 PLAIN CONCRETE..........................

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PART 4: JOINTS/CONNECTIONS/ANCHORS

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CHAPTER 15 BEAM-COLUMN AND SLAB-COLUMN JOINTS......
CHAPTER 16 CONNECTIONS BETWEEN MEMBERS.............
CHAPTER 17 ANCHORING TO CONCRETE...................

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PART 5: EARTHQUAKE RESISTANCE

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CHAPTER 18 EARTHQUAKE-RESISTANT STRUCTURES.........

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PART 6: MATERIALS and DURABILITY

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CHAPTER 19 CONCRETE: DESIGN AND DURABILITY REQUIREMENTS.........
CHAPTER 20 STEEL REINFORCEMENT PROPERTIES,DURABILITY, AND EMBEDMENTS.....

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PART 7: STRENGTH and SERVICEABILITY

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CHAPTER 21 STRENGTH REDUCTION FACTORS....................
CHAPTER 22 SECTIONAL STRENGTH......................
CHAPTER 23 STRUT-AND-TIE METHOD......................
CHAPTER 24 SERVICEABILITY......................

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PART 8: REINFORCEMENT

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CHAPTER 25 REINFORCEMENT DETAILS...................

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PART 9: CONSTRUCTION

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CHAPTER 26 CONSTRUCTION DOCUMENTS AND INSPECTION....

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PART 10: EVALUATION

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CHAPTER 27 STRENGTH EVALUATION OF EXISTING STRUCTURES.....

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APPENDICES and REFERENCES

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APPENDIX A DESIGN VERIFICATION USING NONLINEAR RESPONSE HISTORY ANALYSIS.....
APPENDIX B STEEL REINFORCEMENT INFORMATION...........
APPENDIX C EQUIVALENCE BETWEEN SI-METRIC, MKS-METRIC, AND U.S. CUSTOMARY UNITS OF NONHOMOGENOUS EQUATIONS IN THE CODE.....

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