| Title |
|---|
| ACI 318-19 Building Code Requirements for Concrete and Commentary - SI Units |
| Number of Page |
| 628 page |
| File Type |
| File Size |
| 20MB |
PART 1: GENERAL
CHAPTER 1 GENERAL..................................
CHAPTER 2 NOTATION AND TERMINOLOGY.................
CHAPTER 3 REFERENCED STANDARDS.....................
CHAPTER 4 STRUCTURAL SYSTEM REQUIREMENTS...........
PART 2: LOADS and ANALYSIS
CHAPTER 5 LOADS....................................
CHAPTER 6 STRUCTURAL ANALYSIS......................
PART 3: MEMBERS
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..........................
PART 4: JOINTS/CONNECTIONS/ANCHORS
CHAPTER 15 BEAM-COLUMN AND SLAB-COLUMN JOINTS......
CHAPTER 16 CONNECTIONS BETWEEN MEMBERS.............
CHAPTER 17 ANCHORING TO CONCRETE...................
PART 5: EARTHQUAKE RESISTANCE
CHAPTER 18 EARTHQUAKE-RESISTANT STRUCTURES.........
PART 6: MATERIALS and DURABILITY
CHAPTER 19 CONCRETE: DESIGN AND DURABILITY REQUIREMENTS.........
CHAPTER 20 STEEL REINFORCEMENT PROPERTIES,DURABILITY, AND EMBEDMENTS.....
PART 7: STRENGTH and SERVICEABILITY
CHAPTER 21 STRENGTH REDUCTION FACTORS....................
CHAPTER 22 SECTIONAL STRENGTH......................
CHAPTER 23 STRUT-AND-TIE METHOD......................
CHAPTER 24 SERVICEABILITY......................
PART 8: REINFORCEMENT
CHAPTER 25 REINFORCEMENT DETAILS...................
PART 9: CONSTRUCTION
CHAPTER 26 CONSTRUCTION DOCUMENTS AND INSPECTION....
PART 10: EVALUATION
CHAPTER 27 STRENGTH EVALUATION OF EXISTING STRUCTURES.....
APPENDICES and REFERENCES
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.....
