REINFORCED CONCRETE DESIGN HANDBOOK ACI 318-19 VOLUME 1
| Title |
|---|
| REINFORCED CONCRETE DESIGN HANDBOOK ACI 318-19 VOLUME 1 |
| Number of Page |
| 570 page |
| File Type |
| File Size |
| 114 MB |
CHAPTER 1- INTRODUCTION
1.1-lntroduction, p. 9
1.2-0rganization and use, p. 9
1.3-Building plans and elevation, p. 10
1.4-Loads, p. 10
1.5-Material properties, p. 11
CHAPTER 2-STRUCTURAL SYSTEMS
2.1-lntroduction, p. 15
2.2-Design lateral loads, p. 15
2.3-Structural systems, p. 16
2.4-Floor framing systems, p. 22
2.5-Foundations, p. 23
2.6-Structural analysis, p. 24
2.7-Durabi lity, p. 24
2.8-Sustainabi lity, p. 24
2.9-Structural integrity, p. 24
2.10-Firc resistance, p. 26
2.11-Post-tensioned/prcstrcsscd constrnction, p. 26
2.12-Quality assurance, c.onstrnction, and inspection,p. 26
CHAPTER 3-STRUCTURAL ANALYSIS
3.1-lntroduction, p. 29
3.2-0verview of strnctural analysis, p. 29
3.3-Hand calcu lations, p. 30
3.4-Computer programs, p. 30
3.5-Structural analysis in ACI 318, p. 32
3.6-Seismic analysis, p. 34
CHAPTER 4-DURABILITY
4.1-Introduction, p. 35
4.2-Background, p. 37
4.3-Requirements for concrete in various exposure categories,p. 3 7
4.4-Concrete evaluation, acceptance, and inspection,p.39
4.5-Examples, p. 39
CHAPTER 5-0NE·WAY SLABS
5.1-Introduction, p. 43
5.2-Analysis, p. 43
5.3-Service limits, p. 43
5.4-Required strength, p. 44
5.5-Design strength, p. 44
5.6-Detailing of flexural reinforcement, p. 44
5.7-Examples, p. 46
CHAPTER 6-TWO-WAY SLABS
6.2-Analysis, p. 89
6.3-Service lim its, p. 89
6.4-shear strength, p. 90
6.5-Calculation ofrequired shear sh·ength, p. 91
6.6-Design of shear reinforcement, p. 92
6.7-Flexural strength, p. 92
6.8-Shear reinforcement detailing, p. 93
6.9-Flexure reinforcement detailing, p. 93
6.10-Examples, p. 96
CHAPTER 7-BEAMS
7.1-Introduction, p. 141
7.2-Service limits, p. 141
7.3-Analysis, p. 142
7.4-Design strength, p. 142
7.5-Temperature and shrinkage reinforcement, p. 148
7.6-Detailing, p. 149
7.7-Examples, p. 151
CHAPTER 8-DIAPHRAGMS
8.1-Tntroduction, p. 317
8.2-Material, p. 317
8.3-Service limits, p. 317
8.4-Analysis, p. 317
8.5-Design strength, p. 320
8.6-Reinforcement detail ing, p. 320
8.7-Sumn1a1y steps, p. 323
8.8-Examples, p. 324
CHAPTER 9-COLUMNS
9.1-lntroduction, p. 387
9.2-General, p. 387
9.3-Design limits, p. 387
9.4-Required strength, p. 388
9.5-Design strength, p. 390
9.6-Reinforcement limits, p. 391
9.7-Reinforcement detailing, p. 391
9.8-Design steps, p. 393
9.9-Examples, p. 395
CHAPTER 10-STRUCTURAL REINFORCED CONCRETE WALLS
10.1-Introduction, p. 433
10.2-General, p. 433
10.3-Required strength, p. 435
10.4-Design strength, p. 437
10.5-Detailing, p. 441
10.6-Summary, p. 443
10.7-Examplcs, p. 444
CHAPTER 11 - FOUNDATIONS
I I.I- Introduction, p. 467
11.2-Footing design, p. 467
11.3-Design steps, p. 468
11.4-Footings subject to eccentric loading, p. 471
1l.5-Combined footing, p. 472
11.6-Rctaining wall design, p. 472
1l.7-Deep foundation member design, p. 4 73
1l.8-Deep foundation member detailing, p. 474
11.9-Examples, p. 475
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