{"id":160632,"date":"2024-10-19T09:38:58","date_gmt":"2024-10-19T09:38:58","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-224-4r-13\/"},"modified":"2024-10-25T01:57:37","modified_gmt":"2024-10-25T01:57:37","slug":"aci-224-4r-13","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-224-4r-13\/","title":{"rendered":"ACI 224.4R 13"},"content":{"rendered":"
Recommendations made in this guide offer performance-based details that can mitigate and control concrete cracking. Structural elements are reviewed individually to identify crack causation and to offer design and detailing recommendations to mitigate crack development. In addition, standard details for various structural members within a building are offered that have been used effectively to mitigate and control crack development in concrete members. Keywords: cast-in-place; crack mitigation; crack control; cracking; detailing; environmental structure; foundation; prestressed; reinforcement; restraint; shrinkage; slab; tensile stress; thermal effects; wall.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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3<\/td>\n | CONTENTS <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | CHAPTER 1\u2014 INTRODUCTION AND SCOPE 1.1\u2014Introduction 1.2\u2014Objective 1.3\u2014Scope CHAPTER 2\u2014 NOTATION AND DEFINITIONS 2.1\u2014Notation <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 2.2\u2014Definitions CHAPTER 3\u2014 DESIGN-DETAILING CONSIDERATIONS 3.1\u2014Concrete member type and reinforcement 3.2\u2014Overall and local regions 3.3\u2014Framing compatibility CHAPTER 4\u2014 DETAILING OF TWO-WAY REINFORCED CONCRETE SLAB SYSTEMS 4.1\u2014General 4.2\u2014Causes and types of restraint cracking <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 4.3\u2014Crack mitigation and control <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | CHAPTER 5\u2014 DETAILING OF ONE-WAY REINFORCED CONCRETE SLAB SYSTEMS 5.1\u2014General <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.2\u2014Causes and types of restraint cracking <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 5.3\u2014Crack mitigation and control <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | CHAPTER 6\u2014 DETAILING OF COLUMNS 6.1\u2014General 6.2\u2014Short columns <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6.3\u2014Columns between walls 6.4\u2014Corner and exterior columns 6.5\u2014Slender columns 6.6\u2014Multistory columns <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.7\u2014Column\/slab joints 6.8\u2014Oversized or unique-shaped columns (architectural columns) <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | CHAPTER 7\u2014 DETAILING OF WALLS 7.1\u2014Gravity load-bearing walls 7.2\u2014Non-load-bearing walls 7.3\u2014Shear walls 7.4\u2014Walls intended to contain liquid <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | CHAPTER 8\u2014 DETAILING ON SLABS-ON-GROUND 8.1\u2014General 8.2\u2014Contraction joints <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 8.3\u2014Construction joints <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 8.4\u2014Expansion and isolation joints <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | CHAPTER 9\u2014 REFERENCES Cited references <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" 224.4R-13 Guide to Design Detailing to Mitigate Cracking<\/b><\/p>\n |