{"id":161206,"date":"2024-10-19T09:40:56","date_gmt":"2024-10-19T09:40:56","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-334-1r-92\/"},"modified":"2024-10-25T01:59:30","modified_gmt":"2024-10-25T01:59:30","slug":"aci-334-1r-92","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-334-1r-92\/","title":{"rendered":"ACI 334.1R 92"},"content":{"rendered":"
A report on the practical aspects of shell design including recommendations and a commentary 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. Keywords: aggregate size; buckling; construction; 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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1<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | PREFACE PART I\u2014 CRITERIA CHAPTER 1\u2014 GENERAL 1.1\u2014 Definitions 1.1.1 Thin shells 1.1.2 Auxiliary members 1.1.3 Elastic analysis 1.2\u2014Scope 1.2.1 1.2.2 CHAPTER 2\u2014 ANALYSIS 2.1\u2014 Assumptions 2.1.1 2.1.2 2.2\u2014Analysis of thin shells 2.2.1 <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | 2.2.2 2.2.3 2.2.4 2.2.5 2.3\u2014Analysis of supporting members 2.3.1 2.3.2 2.4\u2014Model analysis 2.4.1 CHAPTER 3\u2014 STABILITY ANALYSIS 3.1\u2014 Buckling 3.1.1 CHAPTER 4\u2014 PROPORTIONING 4.1\u2014 Allowable stresses and load factors 4.1.1 4.1.2 4.2\u2014Shell thickness 4.2.1 4.2.2 4.3\u2014Shell reinforcement 4.3.1 4.3.2 4.3.3 4.3.4 4.3.5 4.3.6 4.3.7 4.3.8 4.3.9 4.3.10 4.3.11 <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | 4.3.12 4.3.13 4.4\u2014Prestressing 4.4.1 4.4.2 4.5\u2014Concrete cover over reinforcement 4.5.1 4.5.2 CHAPTER 5\u2014 CONSTRUCTION 5.1\u2014 Aggregate size 5.1.1 5.2\u2014Forms 5.2.1 5.2.2 5.2.3 5.2.4 PART II\u2014 COMMENTARY CHAPTER 1\u2014 GENERAL CHAPTER 2\u2014 ANALYSIS OF SHELL <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.1\u2014Thin shells of single curvature 2.2\u2014Folded plates 2.3\u2014Thin shells of double curvature CHAPTER 3\u2014 ANALYSIS OF SUPPORTING MEMBERS <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | CHAPTER 4\u2014 PRESTRESSING CHAPTER 5\u2014 STABILITY <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CHAPTER 6\u2014 PROPORTIONING CHAPTER 7\u2014 CONSTRUCTION 7.1\u2014 Forms and decentering 7.2\u2014Concrete placing 7.3\u2014Curing of concrete CHAPTER 8\u2014 MODELS <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | CHAPTER 9\u2014 STANDARDS AND ACI DOCUMENTS CITED IN THIS REPORT PART III\u2014SELECTED BIBLIOGRAPHY General considerations for analysis Cylindrical shell roofs Folded plates Thin shells of double curvature <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Stability Construction Symposia <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 334.1R-92: Concrete Shell Structures Practice and Commentary (Reapproved 2002)<\/b><\/p>\n |