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314R-16 Guide to Simplified Design for Reinforced Concrete Buildings, 2016
- MAIN MENU
- TITLE PAGE
- CHAPTER 1—GENERAL [Go to Page]
- 1.1—Scope
- 1.2—Purpose
- 1.3—Limitations
- 1.4—Supporting codes and standards
- 1.5—Design and construction procedure
- 1.6—Limit states
- 1.7—Strength design
- 1.8—Serviceability design
- CHAPTER 2—NOTATION AND DEFINITIONS [Go to Page]
- 2.1—Notation
- 2.2—Definitions
- CHAPTER 3—STRUCTURAL SYSTEM LAYOUT [Go to Page]
- 3.1—Description of structural components
- 3.2—General
- 3.3—Structural layout
- 3.4—Feasibility of guide usage
- CHAPTER 4—LOADS [Go to Page]
- 4.1—General
- 4.2—Load factors and load combinations
- 4.3—Mass and weight
- 4.4—Weight of materials
- 4.5—Dead loads
- 4.6—Live loads
- 4.8—Rain load
- 4.9—Snow load
- 4.10—Wind loads
- 4.12—Soil weight and lateral pressure
- 4.13—Lateral loads
- 4.14—Lateral-force-resisting system
- 4.15—Minimum amount of reinforced concrete structural walls
- CHAPTER 5—GENERAL REINFORCED CONCRETE INFORMATION [Go to Page]
- 5.1—Scope
- 5.2—Materials for reinforced concrete
- 5.3—Minimum and maximum reinforcing bar diameter
- 5.5—Minimum reinforcement bend diameter
- 5.8—Development length, lap splicing, and anchorage of reinforcement
- 5.9—Longitudinal reinforcement
- 5.10—Transverse reinforcement
- 5.11—Flexure
- 5.12—Axial loads with or without flexure
- 5.13—Shear
- 5.14—Bearing
- CHAPTER 6—FLOOR SYSTEMS [Go to Page]
- 6.1—Types of floor systems
- 6.2—Selection of floor system
- 6.3—Structural integrity
- 6.4—One-way and two-way load paths
- 6.5—Minimum depth for floor system members
- 6.6—Trial dimensions for floor system
- 6.7—Floor finish
- 6.8—Ducts, shafts, openings, and embedded piping
- CHAPTER 7—SOLID SLABS SUPPORTED ON GIRDERS, BEAMS, JOISTS, OR REINFORCED CONCRETE WALLS [Go to Page]
- 7.1—General
- 7.2—Loads
- 7.3—Reinforcement details
- 7.4—Shear strength
- 7.5—Slab between joists
- 7.6—Cantilevers of slabs supported on girders, beams, or walls
- 7.7—One-way, single-span solid slabs spanning between girders, beams, or reinforced concrete walls
- 7.8—One-way solid slabs supported on girders, beams, or walls with two or more spans
- 7.9—Two-way solid slabs spanning between girders, beams, or reinforced concrete walls
- CHAPTER 8—GIRDERS, BEAMS, AND JOISTS [Go to Page]
- 8.1—General
- 8.2—Loads
- 8.3—Reinforcement types
- 8.4—Longitudinal reinforcement
- 8.5—Transverse reinforcement
- 8.6—Joists and beams supported by girders
- 8.7—Girders that are part of a frame
- CHAPTER 9—SLAB-COLUMN SYSTEMS [Go to Page]
- 9.1—General
- 9.2—Loads
- 9.3—Dimensional limits
- 9.4—Reinforcement details
- 9.5—Shear strength
- 9.6—Minimum slab thickness as required by punching shear
- 9.7—Minimum slab thickness as required by beam action
- 9.8—Flexure
- 9.9—Calculation of support reactions
- CHAPTER 10—COLUMNS [Go to Page]
- 10.1—General
- 10.2—Loads
- 10.3—Dimensional limits
- 10.4—Reinforcement details
- 10.5—Flexure
- 10.6—Shear
- 10.7—Calculation of foundation reaction
- CHAPTER 11—SEISMIC RESISTANCE [Go to Page]
- 11.1—Special reinforcement details for seismic zones
- 11.2—Interaction with nonstructural elements
- CHAPTER 12—REINFORCED CONCRETE WALLS [Go to Page]
- 12.1—General
- 12.2—Loads
- 12.3—Dimensional limits
- 12.4—Reinforcement details
- 12.5—Flexure
- 12.6—Shear
- 12.7—Calculation of reactions at the foundation
- 12.8—Core walls
- CHAPTER 13—OTHER STRUCTURAL MEMBERS [Go to Page]
- 13.1—Stairways and ramps
- 13.2—Small water tanks (for potable water storage)
- CHAPTER 14—FOUNDATIONS [Go to Page]
- 14.1—Soil investigation
- 14.2—Allowable soil-bearing capacity
- 14.3—Settlement criteria
- 14.4—Dimensioning foundation members
- 14.5—Spread footings
- 14.6—Wall footings
- 14.7—Combined footings
- 14.8—Piles and caissons
- 14.9—Footings on piles
- 14.10—Foundation mats
- 14.11—Retaining walls
- 14.12—Grade beams (foundation beams)
- 14.13—Slabs-on-ground
- CHAPTER 15—DRAWINGS AND SPECIFICATIONS [Go to Page]
- 15.1—General
- 15.2—Structural drawings
- 15.3—Project specifications
- CHAPTER 16—CONSTRUCTION [Go to Page]
- 16.1—Introduction
- 16.2—Concrete mixture proportioning
- 16.4—Concrete mixing and transportation
- 16.5—Concrete strength evaluation
- 16.6—Concrete curing
- 16.7—Form removal
- CHAPTER 17—REFERENCES
- APPENDIX A—COMPARISON OF ACI 314R-16 TO ACI 318-14, INTERNATIONAL BUILDING CODE (2015), AND ASCE 7-10 [Go to Page]