Table of Contents
CHAPTER 1—INTRODUCTION AND SCOPE
1.1—Introduction
1.2—Objective
1.3—Scope
CHAPTER 2—NOTATION AND DEFINITIONS
2.1—Notation
2.2—Definitions
CHAPTER 3—DESIGN-DETAILING CONSIDERATIONS
3.1—Concrete member type and reinforcement
3.2—Overall and local regions
3.3—Framing compatibility
CHAPTER 4—DETAILING OF TWO-WAY REINFORCED CONCRETE SLAB SYSTEMS
4.1—General
4.2—Causes and types of restraint cracking
4.3—Crack mitigation and control
CHAPTER 5—DETAILING OF ONE-WAY REINFORCED CONCRETE SLAB SYSTEMS
5.1—General
5.2—Causes and types of restraint cracking
5.3—Crack mitigation and control
CHAPTER 6—DETAILING OF COLUMNS
6.1—General
6.2—Short columns
6.3—Columns between walls
6.4—Corner and exterior columns
6.5—Slender columns
6.6—Multistory columns
6.7—Column/slab joints
6.8—Oversized or unique-shaped columns (architectural columns)
CHAPTER 7—DETAILING OF WALLS
7.1—Gravity load-bearing walls
7.2—Non-load-bearing walls
7.3—Shear walls
7.4—Walls intended to contain liquid
CHAPTER 8—DETAILING ON SLABS-ON-GROUND
8.1—General
8.2—Contraction joints
8.3—Construction joints
8.4—Expansion and isolation joints
CHAPTER 9—REFERENCES
Cited references