{"id":401233,"date":"2024-10-20T04:55:22","date_gmt":"2024-10-20T04:55:22","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-334-1-2022\/"},"modified":"2024-10-26T08:42:30","modified_gmt":"2024-10-26T08:42:30","slug":"aci-334-1-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-334-1-2022\/","title":{"rendered":"ACI 334.1 2022"},"content":{"rendered":"
This guide discusses the practical aspects of shell design, including recommendations for designers of thin concrete shells. General guidance based on current practice is given on analysis, proportioning, reinforcing, and construction. A selected bibliography on analytical methods, featuring design tables and aids, is included to assist the engineer. Keywords: buckling; design; double-curvature shell; edge beam; folded plate; formwork; model; prestressing; reinforcement; shell; single-curvature shell; splice; stiffening member; supporting member; thickness; thin shell.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | TITLE PAGE <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Scope CHAPTER 2\u2014DEFINITIONS 2.1\u2014Definitions CHAPTER 3\u2014SHELL TYPES 3.1\u2014Examples of shell types <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 3.2\u2014Folded plates\u2014Group 1 <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.3\u2014Single curvature\u2014Group 2 <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 3.4\u2014Single curvature with varying radius\u2014Group 3 <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 3.5\u2014Double curvature with identical constant curvatures in the orthogonal principal directions\u2014Group 4 <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3.6\u2014Double curvature with varying curvatures in the principal directions\u2014Group 5 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3.7\u2014Double curvature with principal curvatures in opposite directions (constant and varying radius)\u2014Group 6 <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 3.8\u2014Free-form shells\u2014Group 7 3.9\u2014Form-found shells\u2014Group 8 <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 3.10\u2014Grid shells\u2014Group 9 3.11\u2014Combined shells\u2014Group 10 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 3.12\u2014Conclusion CHAPTER 4\u2014ANALYSIS OF SHELLS 4.1\u2014Introduction 4.2\u2014General procedures 4.3\u2014Analytical procedures <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 4.4\u2014Supporting member analysis 4.5\u2014Stability analysis 4.6\u2014General analytical considerations <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | CHAPTER 5\u2014DESIGN OF SHELLS 5.1\u2014Introduction 5.2\u2014Materials (ACI 318.2-19 Section 2.2) <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.3\u2014Connection to other members (ACI 318.2-19 Section 2.3) 5.4\u2014Stability (ACI 318.2-19 Section 2.4) 5.5\u2014Minimum thickness (ACI 318.2-19 Section 3.1) 5.6\u2014Compressive stress (ACI 318.2-19 Section 3.2) 5.7\u2014Stress limits in prestressed shells (ACI 318.2-19 Section 3.3) 5.8\u2014Analysis methods (ACI 318.2-19 Section 4.1.2.2) 5.9\u2014Inelastic analysis (ACI 318.2-19 Section 4.1.2.3) <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.10\u2014Experimental analysis (ACI 318.2-19 Section\u00a04.1.2.4) 5.11\u2014Combined forces (ACI 318.2-19 Section 5.1.1) 5.12\u2014Principal stresses (ACI 318.2-19 Section 6.1.2) 5.13\u2014Lap lengths (ACI 318.2-19 Section 7.3.2(a)) 5.14\u2014Lap lengths (ACI 318.2-19 Section 7.3.2(c)) 5.15\u2014Lap lengths (ACI 318.2-19 Section 7.4) CHAPTER 6\u2014CONSTRUCTION 6.1\u2014Introduction 6.2\u2014Formwork, form removal, and decentering 6.3\u2014Materials <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.4\u2014Placement of reinforcement 6.5\u2014Placement of concrete 6.6\u2014Curing of concrete 6.7\u2014Tolerances CHAPTER 7\u2014REFERENCES 7.1\u2014Referenced standards and reports <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | Authored documents <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI PRC-334.1-22: Concrete Shell Structures – Guide<\/b><\/p>\n |