{"id":443656,"date":"2024-10-20T08:34:00","date_gmt":"2024-10-20T08:34:00","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-307-2023\/"},"modified":"2024-10-26T16:00:27","modified_gmt":"2024-10-26T16:00:27","slug":"aci-307-2023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-307-2023\/","title":{"rendered":"ACI 307 2023"},"content":{"rendered":"
This Code provides material, design, and detailing requirements for cast-in-place and precast reinforced concrete chimneys. It sets forth minimum loadings for design and contains methods for determining the concrete and reinforcement required to obtain the strength required by the loadings. The methods of analysis apply primarily to circular chimney walls, but guidance is included for applying the general principles to noncircular chimney walls. Keywords: across-wind load; construction requirements; earthquake load; flexural strength; load combinations; reinforced concrete; reinforced concrete chimneys; structural design; thermal load; vortex shedding; windload.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | PREFACE <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 1\u2014GENERAL 1.1\u2014Scope 1.2\u2014General 1.3\u2014Purpose <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1.4\u2014Applicability 1.5\u2014Interpretation <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 1.6\u2014Building official 1.7\u2014Licensed design professional <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1.8\u2014Construction documents and design records 1.9\u2014Testing and inspection <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 2.2\u2014Definitions <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | CHAPTER 3\u2014REFERENCED STANDARDS <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER 4\u2014STRUCTURAL SYSTEMREQUIREMENTS 4.1\u2014Materials 4.2\u2014Design loads 4.3\u2014Structural system <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 5\u2014CONCRETE: MATERIALS, DESIGN,AND DURABILITY REQUIREMENTS 5.1\u2014General 5.2\u2014Materials <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 5.3\u2014Concrete properties for design <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 5.4\u2014Durability requirements <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 6\u2014REINFORCING STEEL: MATERIALS,DESIGN, AND DURABILITY REQUIREMENTS 6.1\u2014General 6.2\u2014Materials 6.3\u2014Steel properties for design 6.4\u2014Durability requirements <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | CHAPTER 7\u2014LOADS 7.1\u2014General 7.2\u2014Dead load 7.3\u2014Temperature gradient load <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 7.4\u2014Wind load <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.5\u2014Earthquake load <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 7.6\u2014Load combinations <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | CHAPTER 8\u2014DESIGN OF HORIZONTAL CROSSSECTIONS 8.1\u2014General <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 8.2\u2014Design limits <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 8.3\u2014Required strength 8.4\u2014Design strength <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 8.5\u2014Reinforcement limits <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 8.6\u2014Reinforcement detailing <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | CHAPTER 9\u2014DESIGN OF VERTICAL CROSSSECTIONS FOR CIRCUMFERENTIAL RINGMOMENTS 9.1\u2014General 9.2\u2014Design limits 9.3\u2014Required strength 9.4\u2014Design strength <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | 9.5\u2014Reinforcement limits 9.6\u2014Reinforcement detailing <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | CHAPTER 10\u2014OPENING DETAILS 10.1\u2014General 10.2\u2014Minimum wall thickness at openings 10.3\u2014Vertical reinforcement at openings <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 10.4\u2014Circumferential reinforcement at openings <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 10.5\u2014Corner reinforcement at openings <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 10.6\u2014Seismic detailing <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | CHAPTER 11\u2014FOUNDATION 11.1\u2014Foundation geotechnical capacity 11.2\u2014Foundation structural design <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 11.3\u2014Reinforcement detailing 11.4\u2014Mass concrete <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | CHAPTER 12\u2014CONSTRUCTION REQUIREMENTS 12.1\u2014General 12.2\u2014Concrete strength 12.3\u2014Concrete strength tests 12.4\u2014Formwork <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 12.5\u2014Concrete placement 12.6\u2014Concrete curing 12.7\u2014Reinforcement placement <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 12.8\u2014Construction tolerances 12.9\u2014Precast erection <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | COMMENTARY REFERENCES <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | APPENDIX A\u2014HORIZONTAL CROSS-SECTIONSTRENGTH FOR CIRCULAR CHIMNEYS BYMODIFIED STRESS BLOCK METHOD <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | APPENDIX B\u2014HORIZONTAL CROSS-SECTIONSTRENGTH FOR CIRCULAR CHIMNEYSBY STRESS-STRAIN RELATIONSHIPINTEGRATION METHOD <\/td>\n<\/tr>\n | ||||||
69<\/td>\n | APPENDIX C\u2014TEMPERATURE GRADIENTS FORCIRCULAR CHIMNEYS <\/td>\n<\/tr>\n | ||||||
72<\/td>\n | APPENDIX D\u2014THERMAL STRESSES FORCIRCULAR CHIMNEYS <\/td>\n<\/tr>\n | ||||||
74<\/td>\n | APPENDIX E\u2014CRACKING MOMENT <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | APPENDIX F\u2014REVISION HISTORY <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI CODE-307-23: Requirements for Reinforced Concrete Chimneys Code and Commentary<\/b><\/p>\n |