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eLibrary > Manual of Standard Practice, 29th Edition, 3rd Printing >

Manual of Standard Practice, 29th Edition, 3rd Printing, 2018

Committee on Manual of Standard Practice
Preface
Contents
CHAPTER 1 Material Specifications for Reinforcing Bars [Go to Page]
1.1 Introduction
1.2 Reinforcing Bars
1.3 ACI 318 Code—Requirements for Reinforcing Bars
1.4 Specialty Reinforcing Bars
1.5 Spiral Reinforcement [Go to Page]
1.5.1 Standard Sizes
1.5.2 Material
1.6 Welding of Reinforcing Bars [Go to Page]
1.6.1 Material Specifications and Welding Code
1.6.2 Project Drawings and Project Specifications
1.6.3 CRSI Recommendations
1.7 Identification Marks—ASTM StandardReinforcing Bars
CHAPTER 2 Welded Wire Reinforcement (WWR) [Go to Page]
2.1 Introduction
2.2 ASTM Specifications
2.3 WWR Style Identification
2.4 Specifying Welded Wire Reinforcement
2.5 Detailing Welded Wire Reinforcement [Go to Page]
2.5.1 Width
2.5.2 Length
2.6 ASTM Specification for Epoxy-Coated Wire and Welded Wire Reinforcement
2.7 ASTM Specification for Zinc-Coated(Galvanized) Steel Welded Wire Reinforcement
2.8 ASTM Specification for Stainless-Steel Welded Wire Reinforcement
2.9 Rust
2.10 Handling, Shipping and Unloading
CHAPTER 3 Supports for Reinforcement (Bar Supports) [Go to Page]
3.1 Introduction
3.2 Side-Form Spacers
3.3 Recommendations for Bar Supports [Go to Page]
3.3.1 Standard, Non-Coated
3.3.2 Epoxy-Coated or Dual-Coated
3.3.3 Galvanized
3.3.4 Stainless-Steel
3.3.5 Low-Carbon, Chromium
3.4 Placing Bar Supports [Go to Page]
3.4.1 Application and Use of Bar Supports
3.4.2 Slabs-on-Ground, Grade Beams and Foundation Mats
3.4.3 Joist Construction
3.4.4 Side-Form Spacers
3.4.5 Recommended Details and Placing Sequences
3.5 One-Way Solid Slabs
3.6 Joists
3.7 Beams and Girders
3.8 Sequence of Placing Bar Supports and Reinforcing Bars in Two-Way Flat Plate
3.9 Sequence of Placing Bar Supports and Reinforcing Bars in Two-Way Flat Slab
3.10 Sequence of Placing Bar Supports and Reinforcing Bars in Two-Way Waffle Flat Slab
3.11 Bar Supports for Special Conditions [Go to Page]
3.11.1 One-Way Slabs on Corrugated Steel Forms—Placing Sequence
3.11.2 Foundation Mats and Slabs on Ground or onMud-Mat
3.12 Bar Supports for Highway Bridge Slab Reinforcement [Go to Page]
3.12.1 Slabs on Flat Formwork
3.12.2 Slabs on Permanent Corrugated Steel Forms
CHAPTER 4 Notes and Recommendations to the Architect/Engineer [Go to Page]
4.1 Introduction
4.2 Recommended Industry Practices [Go to Page]
4.2.1 General
4.2.2 Structural Drawings, Details, and Specifications
4.3 Sizes of Reinforcing Bars and Spirals
4.4 Grade or Minimum Yield StrengthDesignation
4.5 Standard Notation
4.6 Project Drawings
4.7 Length of Reinforcing Bars
4.8 Beams and Girders
4.9 Joist Construction
4.10 Flat Plates and Flat Slabs
4.11 Post-Tensioned Beams and Slabs
4.12 Falsework and Form Reuse
4.13 Columns
4.14 Structural Integrity [Go to Page]
4.14.1 Joists
4.14.2 Beams
4.14.3 Two-Way Slabs
4.15 Splices
4.16 Designing with Specialty Reinforcing Bars
4.17 Fabrication of Reinforcing Bars
4.18 Placing Drawings
4.19 Special Services and Items
4.20 Field Cutting of Reinforcing Bars
Suggested Specifications for Reinforcing Steel
CHAPTER 5 Recommended Industry Practice for Estimating Reinforcing Materials and Services [Go to Page]
5.1 Introduction
5.2 Scope
5.3 General
5.4 Fabrication
5.5 Extras [Go to Page]
5.5.1 Bar Sizes
5.5.2 Grades
5.5.3 Bending
5.5.4 Special Services
5.5.5 Special Items
5.6 Radial Prefabrication (Bend Type 109)
5.7 Standard Hooks [Go to Page]
5.7.1 Hooks on Main Reinforcement
5.7.2 Tie or Stirrup Hooks
5.8 Splicing of Bars [Go to Page]
5.8.1 Lap Splices
5.8.2 Mechanical Splices, Welded Splices and Bar End Preparation
5.9 Bar Dimensions, Extensions and Cut-Offs [Go to Page]
5.9.1 Beams, Joists and Slabs
5.9.2 Columns
5.9.3 Footings
5.9.4 Dowels
5.9.5 Column Ties
5.9.6 Beam or Girder Stirrups
5.9.7 Column Spirals
5.10 Spacers for Spiral Reinforcement
5.11 Temperature-Shrinkage Reinforcement
5.12 Slabs, Walls, Mats, or Footings Bar Spacing
5.13 Joists Adjoining Beams or Walls
5.14 Corner Bars
5.15 Bar Supports
5.16 Side-Form Spacers
5.17 Welded Plain or Deformed Wire Reinforcement
5.18 Post-Tensioned Construction
5.19 Placing Facilitation
CHAPTER 6 Recommended Industry Practice for Detailing Concrete Reinforcing Steel [Go to Page]
6.1 Introduction
6.2 Technical Service by Seller [Go to Page]
6.2.1 Types
6.2.2 Responsibility
6.2.3 Performance - Placing Drawings [Go to Page]
6.2.3.1 Submissions
6.2.3.2 Corrections
6.2.3.3 Approved Copies
6.3 Detailer Responsibilities [Go to Page]
6.3.1 Introduction
6.3.2 Effective Communication and Teamwork
6.3.3 Adherence to the Contract Scope
6.3.4 Adherence to the Contract Documents
6.3.5 Understanding Construction Means andMethods
6.3.6 Clarifying Missing or Contradictory Information [Go to Page]
6.3.6.1 Asking Questions on Placing Drawings
6.3.6.2 Writing a Successful RFI
6.3.7 Planning the Submittal Sequence
6.3.8 Creating the Placing Drawing Submittal
6.3.9 Revising the Returned Placing Drawings
6.3.10 Tracking Revisions
6.3.11 Creating the Bar Lists
6.3.12 Conclusion
6.4 Placing Drawings [Go to Page]
6.4.1 Introduction
6.4.2 Placing Drawing Content
6.4.3 Placing Drawing Sizes and Scales
6.4.4 Placing Drawing Layout
6.4.5 Placing Drawing Presentation
6.4.6 Placing Drawing Minimum Requirements
6.5 Miscellaneous Detailing Practices [Go to Page]
6.5.1 Sharing of CAD Files
6.5.2 Correctly Using Bar Diameter when Detailing
6.5.3 Correctly Using Concrete Cover when Detailing
6.5.4 Lap Splices
6.5.5 Typical Bend Shapes, Measuring Points,Fabrication Tolerances and Standard Hooks [Go to Page]
6.5.5.1 Typical Bend Shapes, Measuring Points andFabrication Tolerances
6.5.5.2 Standard Hooks
6.5.6 Recommendations for Location of First andLast Bar
6.5.7 Detailing for Constructability – Confined BarsTerminating with Hook(s)
6.5.8 Temperature-Shrinkage Reinforcement
6.5.9 Precast Work
6.5.10 Post-Tensioned Work
6.5.11 Masonry Reinforcement
6.5.12 Bar Supports
6.5.13 Placing Facilitation
6.5.14 Metric Reinforcing Bar Detailing
6.6 Detailing for Specialty ReinforcingBars [Go to Page]
6.6.1 Uncoated Carbon Steel Reinforcing Bars
6.6.2 Epoxy-Coated Reinforcing Bars
6.6.3 Galvanized Reinforcing Bars
6.6.4 Dual-Coated Reinforcing Bars
6.6.5 Stainless-Steel Reinforcing Bars
6.6.6 Low-Carbon, Chromium Reinforcing Bars
6.7 3D Modeling and BIM [Go to Page]
6.7.1 Introduction to Building Information Modeling
6.7.2 Level of Development (LOD
6.7.3 Benefits of BIM
6.7.4 IFC Files and BIM File Transfers
6.7.5 State of the Technology
CHAPTER 7 Recommended Industry Practices for Fabrication of Concrete Reinforcing Steel [Go to Page]
7.1 Introduction
7.2 Typical Bend Shapes
7.3 Guidelines for Typical Bend Shapes [Go to Page]
7.3.1 Categories of Bend Shapes
7.3.2 Bend Class
7.3.3 Dimensions of Bend Shapes
7.3.4 Bend Shape Names
7.3.5 Leg Names / Dimensions for Bend Shapes
7.3.6 Complete and Partial Bend Shapes
7.3.7 Standard Hooks
7.4 Bend Diameters [Go to Page]
7.4.1 General Information on Bend Diameters
7.4.2 Bend Diameter Requirements Comparison
7.4.3 Special Bend Diameter Requirements for Galvanized Reinforcing Bars
7.4.4 Sizing of Bending Pins
7.4.5 Inspection of Finished Bent Bars
7.5 Typical Measuring Points
7.6 Standard Fabricating Tolerances
7.7 Bend Curvature Tolerances
7.8 Special Bend Shapes
7.9 Bending
7.10 Quality and Inspection
7.11 Typical Bundling and Tagging [Go to Page]
7.11.1 Bundles
7.11.2 Lifts
7.11.3 Weights of Bundles or Lifts
7.11.4 Ties
7.11.5 Tags
7.12 Special Bundling and Tagging
7.13 Typical Fabrication
7.14 Special Fabrication
7.15 Radial Prefabrication (Bend Type 109)
7.16 Spirals (Bend Types 400 to 405) [Go to Page]
7.16.1 Round Spirals (Bend Types 400 to 402)
7.16.2 Square Spirals (Bend Types 403 to 405)
7.17 Shipment Considerations
7.18 Extra Work or Materials
7.19 Special Services
7.20 Special Items
7.21 Fabrication for Specialty ReinforcingBars [Go to Page]
7.21.1 Uncoated Carbon Steel Reinforcing Bars
7.21.2 Epoxy-Coated Reinforcing Bars
7.21.3 Galvanized Reinforcing Bars
7.21.4 Dual-Coated Reinforcing Bars
7.21.5 Stainless-Steel Reinforcing Bars
7.21.6 Low-Carbon, Chromium Reinforcing Bars
CHAPTER 8 Recommended Industry Practice for Placing Reinforcing Bars [Go to Page]
8.1 Introduction
8.2 Fusion Welding of Reinforcing Bars
8.3 Surface Condition of Reinforcing Bars [Go to Page]
8.3.1 Epoxy-Coated, Galvanized or Dual-CoatedReinforcing Bars
8.3.2 Stainless-Steel Reinforcing Bars
8.4 Field Re-alignment of Reinforcing Bars
8.5 Spacing of Reinforcing Bars
8.6 Splices in Reinforcing Bars [Go to Page]
8.6.1 General
8.6.2 Lap Splices
8.6.3 Mechanical Splices [Go to Page]
8.6.3.1 Epoxy-Coated or Dual-Coated ReinforcingBars
8.6.3.2 Galvanized Reinforcing Bars
8.6.3.3 Stainless-Steel Reinforcing Bars
8.6.3.4 Low-Carbon, Chromium Reinforcing Bars
8.6.4 Welded Splices [Go to Page]
8.6.4.1 Epoxy-Coated Reinforcing Bars
8.6.4.2 Galvanized Reinforcing Bars
8.6.4.3 Dual-Coated Reinforcing Bars
8.6.4.4 Stainless-Steel Reinforcing Bars
8.6.4.5 Low-Carbon, Chromium Reinforcing Bars
8.7 Embedment and Extensions
8.8 Tolerances in Placement
8.9 Supports for Reinforcement(Bar Supports)
8.10 Concrete Protection for Reinforcing Bars [Go to Page]
8.10.1 Cast-In-Place Concrete (nonprestressed)
8.10.2 Precast Concrete (manufactured under plant control conditions)
8.10.3 Cast-In-Place (prestressed)
8.10.4 Corrosive Atmosphere or Severe Exposure
8.11 Field Cutting of Reinforcing Bars [Go to Page]
8.11.1 Epoxy-Coated or Dual-Coated ReinforcingBars
8.11.2 Galvanized Reinforcing Bars
8.11.3 Stainless-Steel Reinforcing Bars
8.11.4 Low-Carbon, Chromium Reinforcing Bars
8.12 Handling and Storage [Go to Page]
8.12.1 Epoxy-Coated or Dual-Coated Reinforcing Bars
8.12.2 Galvanized Reinforcing Bars
8.12.3 Stainless-Steel Reinforcing Bars
8.12.4 Low-Carbon, Chromium Reinforcing Bars
8.13 Tying [Go to Page]
8.13.1 Epoxy-Coated or Dual-Coated Reinforcing Bars
8.13.2 Galvanized Reinforcing Bars
8.13.3 Stainless-Steel Reinforcing Bars
8.13.4 Low-Carbon, Chromium Reinforcing Bars
8.14 Field Bending [Go to Page]
8.14.1 Epoxy-Coated or Dual-Coated Reinforcing Bars
8.14.2 Galvanized Reinforcing Bars
8.14.3 Stainless-Steel Reinforcing Bars
8.14.4 Low-Carbon, Chromium Reinforcing Bars
CHAPTER 9 Recommended Industry Practice for Contract Components [Go to Page]
9.1 Preface
9.2 Material Supply Contract [Go to Page]
9.2.1 Project and Location
9.2.2 Materials and Services
9.2.3 Price
9.2.4 Transportation
9.2.5 Extra Transportation
9.2.6 Refusal of Shipment by Buyer
9.2.7 Title Transfer
9.2.8 Over-Dimensional Material
9.2.9 Waiting Time
9.2.10 Terms of Payment
9.2.11 Delay or Impossibility to Perform
9.2.12 Testing
9.2.13 Buyer’s Remedies
9.2.14 Claims
9.2.15 Taxes
9.2.16 Warranty
9.2.17 Unspecified Items
9.2.18 Acceptance of Offer
9.2.19 Representations
9.2.20 Contract Documents
9.2.21 Penalties
9.3 Material Supply and InstallationContract [Go to Page]
9.3.1 Preface
9.3.2 Terms of Payment
9.3.3 Backcharges
9.3.4 Project Progress Schedule
9.3.5 Labor by Others
9.3.6 Overtime
9.3.7 Job-site Equipment and Conditions
9.3.8 Insurance and Bonds
9.3.9 Hold Harmless
9.3.10 Delays in Performance
9.3.11 Arbitration
9.3.12 Subcontracting
9.3.13 Acceptance
9.3.14 Miscellaneous
9.3.15 Safety Code Citations and Violations
CHAPTER 10 Notes on Concrete Joist and Voided Concrete Slab Construction [Go to Page]
10.1 Concrete Joist Construction [Go to Page]
10.1.1 Introduction
10.1.2 Design
10.1.3 Joist Forms—Standard Sizes
10.2 Voided Concrete Slab Construction [Go to Page]
10.2.1 Introduction
10.2.2 Design
10.2.3 Voided Slabs—Standard Sizes
10.2.4 Additional Information
CHAPTER 11 Highways and Bridges [Go to Page]
11.1 Introduction
11.2 Corrosion Protection of the Reinforcement [Go to Page]
11.2.1 Bridges
11.2.2 Pavements
11.3 Bridge Decks [Go to Page]
11.3.1 First Bar Placement
11.3.2 Slabs on Flat Formwork
11.3.3 Slabs on Corrugated Steel Forms
11.4 Location and Types of Bar Supportsfor Bridge Decks [Go to Page]
11.4.1 Bridge Deck Slabs on Flat Formwork
11.4.2 Bridge Deck Slabs on Permanent Corrugated Steel Forms
11.5 Bridge Railings, Sidewalks, Barrier Walls, and Medians
11.6 Bridge Approach Slabs
11.7 Bridge Abutments
11.8 Bridge Bents
11.9 Retaining Walls
11.10 Sound Walls
11.11 Sign and Light Pole Foundations
11.12 Drainage Structures
11.13 Pavements [Go to Page]
11.13.1 Continuously Reinforced Concrete Pavement(CRCP)
11.13.2 Jointed Reinforced Concrete Pavement(JRCP)
11.13.3 Jointed Plain Concrete Pavement (JPCP)
CHAPTER 12 Sustainability in Reinforced Concrete [Go to Page]
12.1 Introduction
12.2 Definition
12.3 Keys to Reinforced ConcreteSustainability
12.4 Industry Position
12.5 Product Category Rules and Environmental Product Declaration
APPENDIX A U.S. Manufacturers of Concrete Reinforcing Bars
APPENDIX B Legacy Bar Bends
APPENDIX C Notes on Metrication [Go to Page]
C.1 Metric Units
C.2 Orders of Magnitude
C.3 Rules for Writing Metric Symbols andNames
C.4 Rules for Writing Numbers
C.5 Rules for Linear Measurement
C.6 Rules for Area
C.7 Rules for Volume and Fluid Capacity
C.8 Rules for Civil and StructuralEngineering
C.9 Drawing Scales
C.10 Metric Units Used on Drawings
C.11 Drawing Sizes
C.12 Rounding and Conversion
C.13 Physical and Mental Metric Guide
C.14 Reinforcing Bar Sizes and Grades
C.15 References
APPENDIX D References [Go to Page]
Mailing Addresses, Phone/Fax Numbers, and Web Addresses for Referenced Organizations
Glossary
Index
Notes
Bar Specifications [Go to Page]

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