{"id":353965,"date":"2024-10-20T01:00:42","date_gmt":"2024-10-20T01:00:42","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-435r-2020\/"},"modified":"2024-10-26T01:11:57","modified_gmt":"2024-10-26T01:11:57","slug":"aci-435r-2020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-435r-2020\/","title":{"rendered":"ACI 435R 2020"},"content":{"rendered":"
This report presents a consolidated treatment of initial and time-dependent deflection of nonprestressed reinforced concrete members such as simple and continuous beams and one-way and two-way slab systems. It presents the current state of practice of deflection prediction as well as analytical methods for computer use in deflection estimation. Topics include material properties, deflection of reinforced concrete one-way flexural members, deflection of two-way slab systems, and reducing deflection of concrete members. Keywords: camber; cracking; creep; curvature; deflection; modulus of rupture; moments of inertia; serviceability; shrinkage; time-dependent deflection.<\/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 <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | CHAPTER 2\u2014NOTATION AND DEFINITIONS 2.1\u2014Notation 2.2\u2014Definitions CHAPTER 3\u2014MATERIAL PROPERTIES 3.1\u2014Objective <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 3.2\u2014Material properties affecting deflection 3.3\u2014Concrete material properties <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 3.4\u2014Reinforcement material properties CHAPTER 4\u2014DEFLECTION OF REINFORCED CONCRETE ONE-WAY FLEXURAL MEMBERS 4.1\u2014General <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 4.2\u2014Control of deflection <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4.3\u2014Short-term deflection calculation <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 4.4\u2014Long-term deflection calculation <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 4.5\u2014Temperature-induced deflections <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | CHAPTER 5\u2014DEFLECTION OF A TWO-WAY SLAB\u00a0SYSTEM 5.1\u2014Introduction <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 5.2\u2014Deflection calculation methods for two-way slab systems <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 5.3\u2014Minimum thickness requirements <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 5.4\u2014Loads for deflection calculation <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 5.5\u2014Variability of deflections <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 5.6\u2014Allowable deflections CHAPTER 6\u2014REDUCING DEFLECTION OF CONCRETE MEMBERS 6.1\u2014Introduction 6.2\u2014Design techniques <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 6.3\u2014Construction techniques <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 6.4\u2014Materials selection <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 6.5\u2014Summary CHAPTER 7\u2014REFERENCES Authored documents <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | APPENDIX A\u2014DEFLECTION DESIGN EXAMPLES Example A.1\u2014Deflection of a simply supported slab <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Example A.2\u2014Age-adjusted deflection of simply supported slab <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Example A.3\u2014Short- and long-term deflection of a four-span continuous beam <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Example A.4\u2014Temperature-induced deflections APPENDIX B\u2014TWO-WAY SLAB DEFLECTION EXAMPLES Example B.1\u2014Deflection design example for long-term deflection of a two-way slab <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | Example B.2\u2014Deflection calculation for a flat plate using the crossing beam method <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Example B.3\u2014Minimum thickness calculation <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ACI 435R-20: Report on Deflection of Nonprestressed Concrete Structures<\/b><\/p>\n |