{"id":161191,"date":"2024-10-19T09:40:53","date_gmt":"2024-10-19T09:40:53","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aci-sp-4-14\/"},"modified":"2024-10-25T01:59:26","modified_gmt":"2024-10-25T01:59:26","slug":"aci-sp-4-14","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aci\/aci-sp-4-14\/","title":{"rendered":"ACI SP 4 14"},"content":{"rendered":"

The 8th Edition, authored by David W. Johnston, North Carolina State University, is a major revision of the document to bring it up-to-date with \u201cGuide to Formwork for Concrete (ACI 347R-14).\u201d Revisions include referencing current standards and practices, removing outdated or irrelevant material, adding content on new developments in formwork technology and practice, and updating the look and layout of the document. This edition considers the updated lateral pressure and other provisions now provided by ACI 347R-14. Expanded coverage is provided in SP-4 for wind loads on formwork specialized from ASCE\/SEI 7-10 as modified by ASCE\/SEI 37-14. The design of formwork has been divided into two chapters, one focusing on bending, shear, and deflection of wall, slab, and column formwork members, and a second focusing on shoring and bracing members. Bridge formwork considerations have been moved into a separate chapter. A new chapter summarizing the recommendations of ACI 347.3R-13, \u201cGuide to Formed Concrete Surfaces,\u201d has been added. Benefits of the 8th Edition include: – An ACI best-selling document – Allowable strength design and load and resistance factor design examples – Updated to current standards – Chapter problems for classroom study – 500 modern color photographs – 150 color illustrations – Includes ACI 347R-14 Keywords:architectural concrete; bridge construction; building construction, concrete construction; construction; construction loads; construction materials; falsework; forms; formwork; formed surfaces, mass concrete; precast concrete; prestressed concrete; quality control; reinforced concrete; reshoring; shoring; slipform construction; tunnels<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nBlank Page
Blank Page <\/td>\n<\/tr>\n
21<\/td>\n1: INTRODUCTION
1: INTRODUCTION <\/td>\n<\/tr>\n
25<\/td>\n2: GENERAL OBJECTIVES IN FORMWORK BUILDING
2: GENERAL OBJECTIVES IN FORMWORK BUILDING
2.1 Standards, Specifications, and Guides Related to Formwork
2.1 Standards, Specifications, and Guides Related to Formwork
2.1.1 Regulations for Safety
2.1.1 Regulations for Safety <\/td>\n<\/tr>\n
26<\/td>\n2.1.2 Project Specifications for Quality
2.1.2 Project Specifications for Quality
2.1.3 Guides and Specifications for Formwork Design and Construction
2.1.3 Guides and Specifications for Formwork Design and Construction <\/td>\n<\/tr>\n
27<\/td>\n2.2 How Formwork Affects Concrete Quality
2.2 How Formwork Affects Concrete Quality
2.3 Planning for Safety
2.3 Planning for Safety
2.3.1 Supervision and Inspection
2.3.1 Supervision and Inspection
2.3.2 Platforms and Access for Workers
2.3.2 Platforms and Access for Workers <\/td>\n<\/tr>\n
28<\/td>\n2.3.3 Control of Concreting Practices
2.3.3 Control of Concreting Practices
2.3.4 Improving Soil Bearing and Bracing
2.3.4 Improving Soil Bearing and Bracing
2.3.5 Shoring and Reshoring
2.3.5 Shoring and Reshoring <\/td>\n<\/tr>\n
29<\/td>\n2.4 Causes of Failures
2.4 Causes of Failures
2.4.1 Improper Stripping and Shore Removal
2.4.1 Improper Stripping and Shore Removal <\/td>\n<\/tr>\n
30<\/td>\n2.4.2 Inadequate Bracing
2.4.2 Inadequate Bracing
2.4.3 Inadequate Concrete Strength Development
2.4.3 Inadequate Concrete Strength Development
2.4.4 Vibration and Impact
2.4.4 Vibration and Impact <\/td>\n<\/tr>\n
32<\/td>\n2.4.5 Unstable Soil under Mudsills, Shoring Not Plumb
2.4.5 Unstable Soil under Mudsills, Shoring Not Plumb
2.4.6 Inadequate Control of Concrete Placement
2.4.6 Inadequate Control of Concrete Placement
2.4.7 When Formwork Is Not at Fault
2.4.7 When Formwork Is Not at Fault <\/td>\n<\/tr>\n
34<\/td>\n2.4.8 Lack of Attention to Formwork Details
2.4.8 Lack of Attention to Formwork Details
2.5 Relationship of Architect, Engineer, and Contractor
2.5 Relationship of Architect, Engineer, and Contractor
2.5.1 Defining the Concrete Structure
2.5.1 Defining the Concrete Structure <\/td>\n<\/tr>\n
35<\/td>\n2.5.2 Maintaining and Coordinating Tolerances
2.5.2 Maintaining and Coordinating Tolerances
2.5.3 Preparing a Formwork Specification
2.5.3 Preparing a Formwork Specification <\/td>\n<\/tr>\n
36<\/td>\n2.5.4 Design, Inspection, and Approval of Formwork
2.5.4 Design, Inspection, and Approval of Formwork
2.5.5 Complex Structures
2.5.5 Complex Structures
2.5.6 Stay-in-Place Forms
2.5.6 Stay-in-Place Forms
2.5.7 Composite Construction
2.5.7 Composite Construction
2.5.8 Stripping and Decentering
2.5.8 Stripping and Decentering <\/td>\n<\/tr>\n
37<\/td>\n2.5.9 Materials and Accessories Related to Formed Surface of Exposed Concrete
2.5.9 Materials and Accessories Related to Formed Surface of Exposed Concrete
2.6 Achieving Economy of Formwork
2.6 Achieving Economy of Formwork <\/td>\n<\/tr>\n
38<\/td>\n2.6.1 Measurement and Payment for Formwork
2.6.1 Measurement and Payment for Formwork
2.6.2 How the Engineer\/Architect Can Reduce Form Costs
2.6.2 How the Engineer\/Architect Can Reduce Form Costs <\/td>\n<\/tr>\n
41<\/td>\n3: OVERALL PLANNING
3: OVERALL PLANNING
3.1 Development of a Basic System
3.1 Development of a Basic System <\/td>\n<\/tr>\n
42<\/td>\n3.1.1 Compare Alternate Methods
3.1.1 Compare Alternate Methods
3.1.2 Examine Form Plan in Relation to Total Job
3.1.2 Examine Form Plan in Relation to Total Job
3.2 Key Areas of Cost Reduction
3.2 Key Areas of Cost Reduction <\/td>\n<\/tr>\n
43<\/td>\n3.3 Planning for Maximum Reuse
3.3 Planning for Maximum Reuse <\/td>\n<\/tr>\n
44<\/td>\n3.3.1 Developing a Practical Reuse Plan
3.3.1 Developing a Practical Reuse Plan
3.3.2 Comparing Reuse Schemes
3.3.2 Comparing Reuse Schemes
3.4 Economical Form Construction
3.4 Economical Form Construction
3.4.1 Job-Built Forms
3.4.1 Job-Built Forms <\/td>\n<\/tr>\n
46<\/td>\n3.4.2 Purchased or Rented Forms
3.4.2 Purchased or Rented Forms
3.5 Setting, Stripping, and Cycling Costs
3.5 Setting, Stripping, and Cycling Costs <\/td>\n<\/tr>\n
47<\/td>\n3.6 Other Costs Affected by the Formwork Plan
3.6 Other Costs Affected by the Formwork Plan
3.6.1 Crew Efficiency
3.6.1 Crew Efficiency <\/td>\n<\/tr>\n
48<\/td>\n3.6.2 Cranes and Hoists
3.6.2 Cranes and Hoists
3.7 Formwork Planning Process
3.7 Formwork Planning Process <\/td>\n<\/tr>\n
53<\/td>\n3.8 BIM for Planning Formwork Operations
3.8 BIM for Planning Formwork Operations
3.8.1 How BIM is Used by a Formwork Contractor
3.8.1 How BIM is Used by a Formwork Contractor <\/td>\n<\/tr>\n
55<\/td>\n3.8.2 Advantages of BIM
3.8.2 Advantages of BIM <\/td>\n<\/tr>\n
57<\/td>\n4: MATERIALS, ACCESSORIES, AND PROPRIETARY PRODUCTS
4: MATERIALS, ACCESSORIES, AND PROPRIETARY PRODUCTS
4.1 Lumber
4.1 Lumber <\/td>\n<\/tr>\n
58<\/td>\n4.1.1 Kinds of Lumber
4.1.1 Kinds of Lumber <\/td>\n<\/tr>\n
59<\/td>\n4.1.2 Lumber Finish and Sizes
4.1.2 Lumber Finish and Sizes <\/td>\n<\/tr>\n
60<\/td>\n4.1.3 Stress Grading and Design Values
4.1.3 Stress Grading and Design Values <\/td>\n<\/tr>\n
62<\/td>\n4.1.4 Adjustment Factors for Sawn Lumber Design Values
4.1.4 Adjustment Factors for Sawn Lumber Design Values <\/td>\n<\/tr>\n
64<\/td>\n4.2 Engineered Wood Products
4.2 Engineered Wood Products <\/td>\n<\/tr>\n
65<\/td>\n4.2.1 Glued Laminated Timber
4.2.1 Glued Laminated Timber <\/td>\n<\/tr>\n
66<\/td>\n4.2.2 Structural Composite Lumber
4.2.2 Structural Composite Lumber <\/td>\n<\/tr>\n
67<\/td>\n4.2.3 I-Joists
4.2.3 I-Joists
4.2.4 Wood Trusses
4.2.4 Wood Trusses
4.3 Plywood
4.3 Plywood <\/td>\n<\/tr>\n
68<\/td>\n4.3.1 Construction and Sizes Available
4.3.1 Construction and Sizes Available
4.3.2 Types and Grades
4.3.2 Types and Grades <\/td>\n<\/tr>\n
70<\/td>\n4.3.3 Overlaid Plywood
4.3.3 Overlaid Plywood <\/td>\n<\/tr>\n
71<\/td>\n4.3.4 Textured Surfaces
4.3.4 Textured Surfaces
4.3.5 Strength Properties
4.3.5 Strength Properties
4.3.6 Bending Plywood to Curved Surfaces
4.3.6 Bending Plywood to Curved Surfaces <\/td>\n<\/tr>\n
72<\/td>\n4.4 Other Framing and Facing Materials
4.4 Other Framing and Facing Materials
4.4.1 Reconstituted Wood Materials
4.4.1 Reconstituted Wood Materials
4.4.2 Steel
4.4.2 Steel <\/td>\n<\/tr>\n
103<\/td>\n5: LOADS AND PRESSURES
5: LOADS AND PRESSURES
5.1 Notation for Loads and Pressures
5.1 Notation for Loads and Pressures <\/td>\n<\/tr>\n
104<\/td>\n5.2 Load Combinations
5.2 Load Combinations
5.2.1 ASD Combinations
5.2.1 ASD Combinations
5.2.2 LRFD Combinations
5.2.2 LRFD Combinations <\/td>\n<\/tr>\n
105<\/td>\n5.3 Vertical Loads
5.3 Vertical Loads
5.3.1 Dead Loads
5.3.1 Dead Loads <\/td>\n<\/tr>\n
106<\/td>\n5.3.2 Live Loads
5.3.2 Live Loads
5.4 Lateral Pressure of Fresh Concrete
5.4 Lateral Pressure of Fresh Concrete <\/td>\n<\/tr>\n
108<\/td>\n5.4.1 Factors Affecting Lateral Pressure
5.4.1 Factors Affecting Lateral Pressure <\/td>\n<\/tr>\n
109<\/td>\n5.4.2 History of Lateral Pressure Values for Form Design
5.4.2 History of Lateral Pressure Values for Form Design <\/td>\n<\/tr>\n
110<\/td>\n5.4.3 Lateral pressure of concrete equations
5.4.3 Lateral pressure of concrete equations <\/td>\n<\/tr>\n
111<\/td>\n5.4.4 Bottom-Up Pumping of Concrete
5.4.4 Bottom-Up Pumping of Concrete <\/td>\n<\/tr>\n
112<\/td>\n5.4.5 Column Forms
5.4.5 Column Forms
5.4.6 Wall Forms
5.4.6 Wall Forms <\/td>\n<\/tr>\n
113<\/td>\n5.4.7 Pressure on Sloping Surfaces
5.4.7 Pressure on Sloping Surfaces <\/td>\n<\/tr>\n
115<\/td>\n5.5 Horizontal Loads
5.5 Horizontal Loads
5.5.1 Minimum Horizontal Loads
5.5.1 Minimum Horizontal Loads <\/td>\n<\/tr>\n
116<\/td>\n5.5.2 Wind Loads
5.5.2 Wind Loads <\/td>\n<\/tr>\n
119<\/td>\n5.5.3 Shielding from Wind Pressure
5.5.3 Shielding from Wind Pressure <\/td>\n<\/tr>\n
120<\/td>\n5.5.4 Design Wind Load
5.5.4 Design Wind Load
5.5.5 Wind Load on Wall and Column Forms
5.5.5 Wind Load on Wall and Column Forms <\/td>\n<\/tr>\n
121<\/td>\n5.5.6 Wind Loads on Elevated Slab Formwork
5.5.6 Wind Loads on Elevated Slab Formwork <\/td>\n<\/tr>\n
122<\/td>\n5.5.7 Starting and Stopping Equipment Loads
5.5.7 Starting and Stopping Equipment Loads
5.5.8 Seismic Loads
5.5.8 Seismic Loads
5.6 Other Loads
5.6 Other Loads <\/td>\n<\/tr>\n
125<\/td>\n6: SHORING AND FLOOR LOADS IN MULTI-STORY STRUCTURES
6: SHORING AND FLOOR LOADS IN MULTI-STORY STRUCTURES
6.1 Shoring of Multi-story Concrete Structures during Construction
6.1 Shoring of Multi-story Concrete Structures during Construction <\/td>\n<\/tr>\n
127<\/td>\n6.2 Shoring and Reshoring Loads in Multi-story Structures
6.2 Shoring and Reshoring Loads in Multi-story Structures
6.2.1 Analyzing the Loads
6.2.1 Analyzing the Loads <\/td>\n<\/tr>\n
129<\/td>\n6.2.2 Comparison of Example Analysis Results
6.2.2 Comparison of Example Analysis Results <\/td>\n<\/tr>\n
140<\/td>\n6.3 Backshoring
6.3 Backshoring
6.4 Drophead Shores
6.4 Drophead Shores <\/td>\n<\/tr>\n
141<\/td>\n6.5 LRFD Analysis
6.5 LRFD Analysis <\/td>\n<\/tr>\n
145<\/td>\n6.6 Shoring System Design
6.6 Shoring System Design <\/td>\n<\/tr>\n
146<\/td>\n6.7 Determining Concrete Strength for Stripping and Loading for Cycle Times
6.7 Determining Concrete Strength for Stripping and Loading for Cycle Times
6.7.1 Analysis and Design Process for Slab Strength
6.7.1 Analysis and Design Process for Slab Strength <\/td>\n<\/tr>\n
150<\/td>\n6.7.2 Alternative Load Distributions
6.7.2 Alternative Load Distributions
6.7.3 More Concentrated Shore Loads
6.7.3 More Concentrated Shore Loads
6.7.4 Structures Designed for Composite Action
6.7.4 Structures Designed for Composite Action <\/td>\n<\/tr>\n
151<\/td>\n6.7.5 Post-Tensioned Structures
6.7.5 Post-Tensioned Structures
6.8 Effect of Early Loading on Slab Deflection
6.8 Effect of Early Loading on Slab Deflection
6.9 Monitoring Early Strength Gain of Concrete in the Field
6.9 Monitoring Early Strength Gain of Concrete in the Field
6.9.1 Field-Cured Cylinders
6.9.1 Field-Cured Cylinders
6.9.2 Alternate Tests
6.9.2 Alternate Tests <\/td>\n<\/tr>\n
155<\/td>\n7: DESIGN OF SLAB, WALL, BEAM, AND COLUMN FORMS
7: DESIGN OF SLAB, WALL, BEAM, AND COLUMN FORMS <\/td>\n<\/tr>\n
156<\/td>\n7.1 Notation
7.1 Notation <\/td>\n<\/tr>\n
157<\/td>\n7.2 Basic Simplifications
7.2 Basic Simplifications <\/td>\n<\/tr>\n
158<\/td>\n7.3 Beam Formulas
7.3 Beam Formulas <\/td>\n<\/tr>\n
161<\/td>\n7.4 Design Criteria for Wood Beams
7.4 Design Criteria for Wood Beams
7.4.1 Stresses and Deformations
7.4.1 Stresses and Deformations
7.4.2 Bending
7.4.2 Bending <\/td>\n<\/tr>\n
163<\/td>\n7.4.3 Deflection
7.4.3 Deflection <\/td>\n<\/tr>\n
164<\/td>\n7.4.4 Shear
7.4.4 Shear <\/td>\n<\/tr>\n
167<\/td>\n7.4.5 Bearing
7.4.5 Bearing
7.5 Form Design
7.5 Form Design <\/td>\n<\/tr>\n
169<\/td>\n7.6 Wall Form Design
7.6 Wall Form Design <\/td>\n<\/tr>\n
176<\/td>\n7.7 Slab Form Design
7.7 Slab Form Design <\/td>\n<\/tr>\n
181<\/td>\n7.8 Beam Form Design
7.8 Beam Form Design <\/td>\n<\/tr>\n
184<\/td>\n7.9 Column Form Design
7.9 Column Form Design <\/td>\n<\/tr>\n
185<\/td>\n7.9.1 Types of Column Forms
7.9.1 Types of Column Forms
7.9.2 General Design Procedure
7.9.2 General Design Procedure <\/td>\n<\/tr>\n
187<\/td>\n7.10 Form Accessories
7.10 Form Accessories <\/td>\n<\/tr>\n
190<\/td>\n7.10.1 Ties
7.10.1 Ties <\/td>\n<\/tr>\n
191<\/td>\n7.10.2 Bearing Plates or Washers
7.10.2 Bearing Plates or Washers
7.10.3 Hangers
7.10.3 Hangers <\/td>\n<\/tr>\n
193<\/td>\n8: DESIGN OF FORM SHORES AND\u00a0BRACING
8: DESIGN OF FORM SHORES AND\u00a0BRACING
8.1 Shoring and Bracing Members
8.1 Shoring and Bracing Members <\/td>\n<\/tr>\n
194<\/td>\n8.2 Solid Wood Compression Members
8.2 Solid Wood Compression Members <\/td>\n<\/tr>\n
197<\/td>\n8.3 Tubular Steel Shores
8.3 Tubular Steel Shores
8.3.1 Slenderness Ratio
8.3.1 Slenderness Ratio
8.3.2 Compression Strength
8.3.2 Compression Strength <\/td>\n<\/tr>\n
198<\/td>\n8.3.3 Steel Shoring Frames
8.3.3 Steel Shoring Frames <\/td>\n<\/tr>\n
199<\/td>\n8.4 Other Manufactured Shoring Devices
8.4 Other Manufactured Shoring Devices <\/td>\n<\/tr>\n
200<\/td>\n8.5 Support for Shoring
8.5 Support for Shoring
8.6 Bracing for Lateral Loads
8.6 Bracing for Lateral Loads
8.6.1 Wall Form Bracing Loads
8.6.1 Wall Form Bracing Loads <\/td>\n<\/tr>\n
201<\/td>\n8.6.2 Design of Braces
8.6.2 Design of Braces
8.6.3 Bracing of Slab Forms Supported by Individual Shores
8.6.3 Bracing of Slab Forms Supported by Individual Shores <\/td>\n<\/tr>\n
202<\/td>\n8.6.4 Design of Wood Bracing Connections
8.6.4 Design of Wood Bracing Connections
8.7 Camber and Adjustment for Settlement
8.7 Camber and Adjustment for Settlement
8.7.1 Anticipated Deflection or Settlement of Formwork
8.7.1 Anticipated Deflection or Settlement of Formwork <\/td>\n<\/tr>\n
205<\/td>\n8.7.2 Deflection of the Finished Structure
8.7.2 Deflection of the Finished Structure
8.7.3 Total Allowance for Camber and Adjustments
8.7.3 Total Allowance for Camber and Adjustments
8.8 Anchorage of braces
8.8 Anchorage of braces
8.8.1 Deadmen
8.8.1 Deadmen <\/td>\n<\/tr>\n
206<\/td>\n8.8.2 Concrete anchors
8.8.2 Concrete anchors
8.8.3 Ground anchors
8.8.3 Ground anchors
8.8.4 Anchors
8.8.4 Anchors <\/td>\n<\/tr>\n
207<\/td>\n9: DESIGN TABLES
9: DESIGN TABLES
9.1 Equations for Calculating Safe Span
9.1 Equations for Calculating Safe Span <\/td>\n<\/tr>\n
210<\/td>\n9.2 Sheathing Design: Tables 9.3 to 9.5
9.2 Sheathing Design: Tables 9.3 to 9.5
9.3 Joists, Studs, and Beams: Tables 9.6 to 9.8
9.3 Joists, Studs, and Beams: Tables 9.6 to 9.8 <\/td>\n<\/tr>\n
211<\/td>\n9.4 Double Members: Tables 9.9 to 9.11
9.4 Double Members: Tables 9.9 to 9.11
9.5 Wood Shores: Tables 9.12 and 9.13
9.5 Wood Shores: Tables 9.12 and 9.13 <\/td>\n<\/tr>\n
213<\/td>\n9.6 Form Design Using the Tables
9.6 Form Design Using the Tables <\/td>\n<\/tr>\n
239<\/td>\n10: FORMWORK DRAWINGS
10: FORMWORK DRAWINGS
10.1 Preparing Effective Drawings
10.1 Preparing Effective Drawings <\/td>\n<\/tr>\n
240<\/td>\n10.2 Line Drawings
10.2 Line Drawings <\/td>\n<\/tr>\n
241<\/td>\n10.3 General Layout and Detail Drawings
10.3 General Layout and Detail Drawings <\/td>\n<\/tr>\n
251<\/td>\n10.4 Checklist of Details
10.4 Checklist of Details <\/td>\n<\/tr>\n
254<\/td>\n10.5 Recheck for Agreement with Structural Drawings
10.5 Recheck for Agreement with Structural Drawings
10.6 Drawing Review
10.6 Drawing Review <\/td>\n<\/tr>\n
255<\/td>\n10.7 BIM 3-D Graphical Views of Formwork
10.7 BIM 3-D Graphical Views of Formwork <\/td>\n<\/tr>\n
257<\/td>\n11: BUILDING AND ERECTING THE FORMWORK
11: BUILDING AND ERECTING THE FORMWORK <\/td>\n<\/tr>\n
258<\/td>\n11.1 Form Fabrication
11.1 Form Fabrication
11.1.1 Location of Shop at Project Site
11.1.1 Location of Shop at Project Site <\/td>\n<\/tr>\n
259<\/td>\n11.1.2 Storage of Materials and Finished Parts
11.1.2 Storage of Materials and Finished Parts
11.1.3 Equipment and Layout
11.1.3 Equipment and Layout <\/td>\n<\/tr>\n
260<\/td>\n11.2 Formwork Erection Safety
11.2 Formwork Erection Safety <\/td>\n<\/tr>\n
261<\/td>\n11.3 Footings
11.3 Footings
11.3.1 Wall Footings
11.3.1 Wall Footings <\/td>\n<\/tr>\n
262<\/td>\n11.3.2 Column Footings
11.3.2 Column Footings <\/td>\n<\/tr>\n
263<\/td>\n11.4 Slab-on-Ground and Paving Work
11.4 Slab-on-Ground and Paving Work
11.4.1 Slabs-on-Ground
11.4.1 Slabs-on-Ground <\/td>\n<\/tr>\n
264<\/td>\n11.4.2 Highway and Airport Paving
11.4.2 Highway and Airport Paving <\/td>\n<\/tr>\n
265<\/td>\n11.4.3 Curb and Gutter Forms
11.4.3 Curb and Gutter Forms
11.5 Wall Forms
11.5 Wall Forms
11.5.1 Job-Built Forms
11.5.1 Job-Built Forms <\/td>\n<\/tr>\n
268<\/td>\n11.5.2 Prefabricated Panel Systems
11.5.2 Prefabricated Panel Systems
11.5.3 Ganged Panel Forms and Climbing Forms
11.5.3 Ganged Panel Forms and Climbing Forms <\/td>\n<\/tr>\n
270<\/td>\n11.5.4 Blind Side and Single-Side Wall Forming
11.5.4 Blind Side and Single-Side Wall Forming
11.5.5 Square Corners
11.5.5 Square Corners
11.5.6 Pilasters
11.5.6 Pilasters <\/td>\n<\/tr>\n
271<\/td>\n11.5.7 Curved Walls and Round Corners
11.5.7 Curved Walls and Round Corners <\/td>\n<\/tr>\n
273<\/td>\n11.5.8 Wall Openings
11.5.8 Wall Openings
11.5.9 Joints
11.5.9 Joints <\/td>\n<\/tr>\n
274<\/td>\n11.5.10 Forms for External Vibration
11.5.10 Forms for External Vibration <\/td>\n<\/tr>\n
275<\/td>\n11.5.11 ACI Tolerances for Walls
11.5.11 ACI Tolerances for Walls
11.6 Column Forms
11.6 Column Forms
11.6.1 Erection Practices
11.6.1 Erection Practices <\/td>\n<\/tr>\n
277<\/td>\n11.6.2 Square or Rectangular Columns
11.6.2 Square or Rectangular Columns
11.6.3 Round and Flared Columns
11.6.3 Round and Flared Columns <\/td>\n<\/tr>\n
278<\/td>\n11.6.4 Column Heads
11.6.4 Column Heads <\/td>\n<\/tr>\n
280<\/td>\n11.6.5 ACI Column Tolerances
11.6.5 ACI Column Tolerances
11.7 Beam or Girder Forms
11.7 Beam or Girder Forms
11.7.1 Beam Bottoms
11.7.1 Beam Bottoms <\/td>\n<\/tr>\n
281<\/td>\n11.7.2 Beam Sides
11.7.2 Beam Sides <\/td>\n<\/tr>\n
282<\/td>\n11.7.3 Panel Assembly and Erection
11.7.3 Panel Assembly and Erection <\/td>\n<\/tr>\n
283<\/td>\n11.7.4 Suspended Forms for Fireproofing and Composite Construction
11.7.4 Suspended Forms for Fireproofing and Composite Construction <\/td>\n<\/tr>\n
284<\/td>\n11.7.5 Beam and Girder Tolerances
11.7.5 Beam and Girder Tolerances
11.8 Slab Forms
11.8 Slab Forms
11.8.1 Beam and Slab Construction
11.8.1 Beam and Slab Construction <\/td>\n<\/tr>\n
285<\/td>\n11.8.2 Flat Plates and Flat Slabs
11.8.2 Flat Plates and Flat Slabs <\/td>\n<\/tr>\n
286<\/td>\n11.8.3 Concrete Joist Construction
11.8.3 Concrete Joist Construction <\/td>\n<\/tr>\n
288<\/td>\n11.8.4 Flying Form Systems
11.8.4 Flying Form Systems <\/td>\n<\/tr>\n
289<\/td>\n11.8.5 Adjustable Steel Beams
11.8.5 Adjustable Steel Beams <\/td>\n<\/tr>\n
290<\/td>\n11.8.6 Slabs Supported on Steel Beams or Precast Concrete Beams
11.8.6 Slabs Supported on Steel Beams or Precast Concrete Beams
11.8.7 Metal Decking
11.8.7 Metal Decking
11.8.8 ACI Tolerances for Slab Work
11.8.8 ACI Tolerances for Slab Work <\/td>\n<\/tr>\n
291<\/td>\n11.9 Shoring
11.9 Shoring
11.9.1 Shore Layout and Installation
11.9.1 Shore Layout and Installation <\/td>\n<\/tr>\n
293<\/td>\n11.9.2 Mudsills or Shoring Foundations
11.9.2 Mudsills or Shoring Foundations
11.9.3 Wood Shores
11.9.3 Wood Shores
11.9.4 Adjustable Shores
11.9.4 Adjustable Shores <\/td>\n<\/tr>\n
294<\/td>\n11.9.5 Drophead Shore Systems
11.9.5 Drophead Shore Systems
11.9.6 Shoring Towers
11.9.6 Shoring Towers <\/td>\n<\/tr>\n
295<\/td>\n11.9.7 Adjustment and Jacking
11.9.7 Adjustment and Jacking
11.9.8 Permanent Shores and Back Shores
11.9.8 Permanent Shores and Back Shores <\/td>\n<\/tr>\n
296<\/td>\n11.9.9 Composite Construction
11.9.9 Composite Construction <\/td>\n<\/tr>\n
297<\/td>\n12: USING THE FORMS
12: USING THE FORMS <\/td>\n<\/tr>\n
298<\/td>\n12.1 Placing Reinforcement and Inserts
12.1 Placing Reinforcement and Inserts <\/td>\n<\/tr>\n
299<\/td>\n12.1.1 Support for Reinforcing Bars
12.1.1 Support for Reinforcing Bars <\/td>\n<\/tr>\n
300<\/td>\n12.1.2 Positioning Bars; Placement Tolerances
12.1.2 Positioning Bars; Placement Tolerances <\/td>\n<\/tr>\n
301<\/td>\n12.2 Preparation for Concreting
12.2 Preparation for Concreting
12.2.1 Form Release Agents
12.2.1 Form Release Agents <\/td>\n<\/tr>\n
303<\/td>\n12.2.2 Sticking and Staining Problems
12.2.2 Sticking and Staining Problems <\/td>\n<\/tr>\n
304<\/td>\n12.2.3 Use of Water on the Forms
12.2.3 Use of Water on the Forms
12.3 Inspection and Form Watching
12.3 Inspection and Form Watching <\/td>\n<\/tr>\n
305<\/td>\n12.3.1 Before Concreting
12.3.1 Before Concreting <\/td>\n<\/tr>\n
307<\/td>\n12.3.2 During and After Concreting
12.3.2 During and After Concreting
12.4 Placing and Vibrating\u2014Effect on Formwork
12.4 Placing and Vibrating\u2014Effect on Formwork <\/td>\n<\/tr>\n
308<\/td>\n12.5 Removal of Forms and Shores
12.5 Removal of Forms and Shores
12.5.1 Stripping Time Based on Concrete Strength
12.5.1 Stripping Time Based on Concrete Strength <\/td>\n<\/tr>\n
310<\/td>\n12.5.2 Form Removal Related to Curing Needs
12.5.2 Form Removal Related to Curing Needs
12.5.3 Stripping Techniques
12.5.3 Stripping Techniques <\/td>\n<\/tr>\n
312<\/td>\n12.5.4 Multi-Story Buildings
12.5.4 Multi-Story Buildings
12.6 Reshoring
12.6 Reshoring <\/td>\n<\/tr>\n
314<\/td>\n12.7 Care and Storage of Forms and Accessories
12.7 Care and Storage of Forms and Accessories <\/td>\n<\/tr>\n
315<\/td>\n12.8 Cold Weather Protection
12.8 Cold Weather Protection <\/td>\n<\/tr>\n
316<\/td>\n12.8.1 Form Insulation and Heating
12.8.1 Form Insulation and Heating <\/td>\n<\/tr>\n
319<\/td>\n12.8.2 Avoiding Thermal Shock
12.8.2 Avoiding Thermal Shock <\/td>\n<\/tr>\n
321<\/td>\n13: FORMED CONCRETE SURFACE QUALITY
13: FORMED CONCRETE SURFACE QUALITY
13.1 Overview of ACI 301 Formed Surface Provisions
13.1 Overview of ACI 301 Formed Surface Provisions <\/td>\n<\/tr>\n
322<\/td>\n13.1.1 General Requirements
13.1.1 General Requirements <\/td>\n<\/tr>\n
323<\/td>\n13.1.2 As-Cast Surface Finishes
13.1.2 As-Cast Surface Finishes
13.1.3 Rubbed Surface Finishes
13.1.3 Rubbed Surface Finishes
13.2 Overview of ACI 347.3R Formed Concrete Surface Provisions
13.2 Overview of ACI 347.3R Formed Concrete Surface Provisions <\/td>\n<\/tr>\n
324<\/td>\n13.2.1 Determination of Surface Void Ratio
13.2.1 Determination of Surface Void Ratio <\/td>\n<\/tr>\n
325<\/td>\n13.2.2 Specifications
13.2.2 Specifications <\/td>\n<\/tr>\n
326<\/td>\n13.2.3 Design Considerations
13.2.3 Design Considerations <\/td>\n<\/tr>\n
328<\/td>\n13.2.4 Construction
13.2.4 Construction <\/td>\n<\/tr>\n
330<\/td>\n13.2.5 Evaluation of formed concrete surfaces and repair procedures
13.2.5 Evaluation of formed concrete surfaces and repair procedures <\/td>\n<\/tr>\n
335<\/td>\n14: FORMWORK FOR ARCHITECTURAL CONCRETE
14: FORMWORK FOR ARCHITECTURAL CONCRETE <\/td>\n<\/tr>\n
336<\/td>\n14.1 Specifications: Defining Quality
14.1 Specifications: Defining Quality <\/td>\n<\/tr>\n
337<\/td>\n14.2 Architectural Formwork Design
14.2 Architectural Formwork Design
14.2.1 Loads and Pressures
14.2.1 Loads and Pressures <\/td>\n<\/tr>\n
338<\/td>\n14.2.2 Design Standards
14.2.2 Design Standards <\/td>\n<\/tr>\n
339<\/td>\n14.2.3 Formwork Details
14.2.3 Formwork Details
14.3 Exposed Concrete Surfaces
14.3 Exposed Concrete Surfaces <\/td>\n<\/tr>\n
340<\/td>\n14.3.1 Smooth As-Cast Surfaces
14.3.1 Smooth As-Cast Surfaces <\/td>\n<\/tr>\n
342<\/td>\n14.3.2 Textured As-Cast Surfaces
14.3.2 Textured As-Cast Surfaces <\/td>\n<\/tr>\n
344<\/td>\n14.3.3 Precast Panels as Forms or Liners
14.3.3 Precast Panels as Forms or Liners <\/td>\n<\/tr>\n
346<\/td>\n14.4 Construction of Forms for Architectural Concrete
14.4 Construction of Forms for Architectural Concrete
14.4.1 Walls
14.4.1 Walls <\/td>\n<\/tr>\n
349<\/td>\n14.4.2 Columns and Pilasters
14.4.2 Columns and Pilasters <\/td>\n<\/tr>\n
350<\/td>\n14.4.3 Spandrels and Parapets
14.4.3 Spandrels and Parapets <\/td>\n<\/tr>\n
351<\/td>\n14.4.4 Soffits
14.4.4 Soffits
14.4.5 Cantilevers
14.4.5 Cantilevers <\/td>\n<\/tr>\n
352<\/td>\n14.4.6 Ornamental Detail
14.4.6 Ornamental Detail <\/td>\n<\/tr>\n
355<\/td>\n14.4.7 Erection Practices
14.4.7 Erection Practices <\/td>\n<\/tr>\n
357<\/td>\n14.4.8 Construction and Contraction Joints
14.4.8 Construction and Contraction Joints <\/td>\n<\/tr>\n
358<\/td>\n14.5 Stripping
14.5 Stripping <\/td>\n<\/tr>\n
359<\/td>\n14.6 Cleanup and Repair
14.6 Cleanup and Repair <\/td>\n<\/tr>\n
361<\/td>\n15: BRIDGE FORMWORK
15: BRIDGE FORMWORK <\/td>\n<\/tr>\n
362<\/td>\n15.1 Foundations
15.1 Foundations
15.1.1 Caissons
15.1.1 Caissons <\/td>\n<\/tr>\n
364<\/td>\n15.1.2 Piles
15.1.2 Piles
15.1.3 Rock or Soil Offering Direct Support
15.1.3 Rock or Soil Offering Direct Support <\/td>\n<\/tr>\n
365<\/td>\n15.2 Piers
15.2 Piers
15.2.1 Forms Moved for Reuse
15.2.1 Forms Moved for Reuse <\/td>\n<\/tr>\n
366<\/td>\n15.2.2 Round Piers
15.2.2 Round Piers
15.2.3 Stonework Facing
15.2.3 Stonework Facing
15.2.4 Massive Piers
15.2.4 Massive Piers
15.2.5 Vertical Alignment
15.2.5 Vertical Alignment <\/td>\n<\/tr>\n
367<\/td>\n15.2.6 Access for Workers
15.2.6 Access for Workers
15.2.7 External Ties
15.2.7 External Ties
15.2.8 Pier Caps and Tie Struts
15.2.8 Pier Caps and Tie Struts <\/td>\n<\/tr>\n
368<\/td>\n15.3 Superstructures
15.3 Superstructures
15.3.1 Monolithic\u2014Simple Slab, Beam, and Girder
15.3.1 Monolithic\u2014Simple Slab, Beam, and Girder <\/td>\n<\/tr>\n
369<\/td>\n15.3.2 Cast-in-Place Deck Supported on Steel or Precast Girders
15.3.2 Cast-in-Place Deck Supported on Steel or Precast Girders <\/td>\n<\/tr>\n
370<\/td>\n15.3.3 Expansion Joints
15.3.3 Expansion Joints
15.3.4 Overhang, Sidewalks, Parapets, and Median Barriers
15.3.4 Overhang, Sidewalks, Parapets, and Median Barriers
15.3.5 Support for Superstructure Forms
15.3.5 Support for Superstructure Forms <\/td>\n<\/tr>\n
371<\/td>\n15.3.6 Stripping Bridge Forms
15.3.6 Stripping Bridge Forms <\/td>\n<\/tr>\n
372<\/td>\n15.4 Arch Bridges
15.4 Arch Bridges
15.5 Segmental Box-Girder Bridge Construction
15.5 Segmental Box-Girder Bridge Construction <\/td>\n<\/tr>\n
373<\/td>\n15.5.1 Cast-in-Place Segmental Construction
15.5.1 Cast-in-Place Segmental Construction
15.5.2 Precast Segmental Construction
15.5.2 Precast Segmental Construction <\/td>\n<\/tr>\n
374<\/td>\n15.5.3 Principal Erection Methods
15.5.3 Principal Erection Methods <\/td>\n<\/tr>\n
377<\/td>\n15.5.4 Making Precast Bridge Segments
15.5.4 Making Precast Bridge Segments <\/td>\n<\/tr>\n
379<\/td>\n15.5.5 Voids, Inserts, Attachments
15.5.5 Voids, Inserts, Attachments
15.5.6 Joint Surfaces
15.5.6 Joint Surfaces
15.5.7 Vibration
15.5.7 Vibration
15.5.8 Heat Curing Considerations
15.5.8 Heat Curing Considerations <\/td>\n<\/tr>\n
380<\/td>\n15.5.9 Tolerance Requirements
15.5.9 Tolerance Requirements <\/td>\n<\/tr>\n
381<\/td>\n16: MASS CONCRETE FORMWORK
16: MASS CONCRETE FORMWORK <\/td>\n<\/tr>\n
382<\/td>\n16.1 Types of Cantilever Forms in Common Use
16.1 Types of Cantilever Forms in Common Use <\/td>\n<\/tr>\n
383<\/td>\n16.2 Design Considerations
16.2 Design Considerations <\/td>\n<\/tr>\n
384<\/td>\n16.2.1 Loads on the Formwork
16.2.1 Loads on the Formwork <\/td>\n<\/tr>\n
385<\/td>\n16.2.2 Anchorage Accessories
16.2.2 Anchorage Accessories <\/td>\n<\/tr>\n
386<\/td>\n16.2.3 Other Design Features
16.2.3 Other Design Features <\/td>\n<\/tr>\n
387<\/td>\n16.3 Handling, Erecting, Stripping
16.3 Handling, Erecting, Stripping
16.4 Non-Cantilevered Formwork
16.4 Non-Cantilevered Formwork <\/td>\n<\/tr>\n
388<\/td>\n16.5 Facings for Roller-Compacted Mass Concrete and Dam Repair
16.5 Facings for Roller-Compacted Mass Concrete and Dam Repair <\/td>\n<\/tr>\n
389<\/td>\n16.6 Foundations or Starting Lifts
16.6 Foundations or Starting Lifts <\/td>\n<\/tr>\n
390<\/td>\n16.7 Curing, Joint Cleanup, Insulation
16.7 Curing, Joint Cleanup, Insulation <\/td>\n<\/tr>\n
391<\/td>\n16.8 Planning and Supervision
16.8 Planning and Supervision
16.9 Tolerances
16.9 Tolerances <\/td>\n<\/tr>\n
393<\/td>\n17: TUNNEL AND SHAFT FORMWORK
17: TUNNEL AND SHAFT FORMWORK
17.1 Tunnel Forming Components
17.1 Tunnel Forming Components <\/td>\n<\/tr>\n
394<\/td>\n17.1.1 Curb Forms
17.1.1 Curb Forms
17.1.2 Invert Forms
17.1.2 Invert Forms <\/td>\n<\/tr>\n
395<\/td>\n17.1.3 Arch Forms
17.1.3 Arch Forms <\/td>\n<\/tr>\n
397<\/td>\n17.1.4 Form Traveler Operations
17.1.4 Form Traveler Operations
17.2 Concrete Placement Methods
17.2 Concrete Placement Methods <\/td>\n<\/tr>\n
398<\/td>\n17.2.1 Continuous Advancing Slope
17.2.1 Continuous Advancing Slope
17.2.2 Bulkhead Method
17.2.2 Bulkhead Method <\/td>\n<\/tr>\n
399<\/td>\n17.2.3 Cut-and-Cover Construction
17.2.3 Cut-and-Cover Construction
17.3 General Design Considerations
17.3 General Design Considerations
17.3.1 Influence of Placing Equipment
17.3.1 Influence of Placing Equipment <\/td>\n<\/tr>\n
400<\/td>\n17.3.2 Loads and Pressures
17.3.2 Loads and Pressures <\/td>\n<\/tr>\n
401<\/td>\n17.3.3 Vibration and Form Access
17.3.3 Vibration and Form Access
17.4 Form Construction
17.4 Form Construction <\/td>\n<\/tr>\n
402<\/td>\n17.5 Stripping Time
17.5 Stripping Time
17.6 Tolerances
17.6 Tolerances <\/td>\n<\/tr>\n
403<\/td>\n17.7 Shafts
17.7 Shafts <\/td>\n<\/tr>\n
405<\/td>\n18: SPECIAL TECHNIQUES IN CONCRETE CONSTRUCTION
18: SPECIAL TECHNIQUES IN CONCRETE CONSTRUCTION
18.1 Vertical Slipform Construction
18.1 Vertical Slipform Construction <\/td>\n<\/tr>\n
407<\/td>\n18.1.1 Design and Construction Considerations
18.1.1 Design and Construction Considerations <\/td>\n<\/tr>\n
410<\/td>\n18.1.2 Jacking System
18.1.2 Jacking System
18.1.3 Sliding Operations
18.1.3 Sliding Operations <\/td>\n<\/tr>\n
412<\/td>\n18.2 Horizontal Slip Forms
18.2 Horizontal Slip Forms <\/td>\n<\/tr>\n
413<\/td>\n18.2.1 Design and Construction Considerations
18.2.1 Design and Construction Considerations
18.2.2 Horizontal Applications
18.2.2 Horizontal Applications <\/td>\n<\/tr>\n
416<\/td>\n18.3 Tilt-Up
18.3 Tilt-Up <\/td>\n<\/tr>\n
417<\/td>\n18.3.1 Curing and Bond-Breaking Compounds
18.3.1 Curing and Bond-Breaking Compounds
18.3.2 Curved Tilt-Up Panels
18.3.2 Curved Tilt-Up Panels
18.4 Lift Method of Construction
18.4 Lift Method of Construction <\/td>\n<\/tr>\n
418<\/td>\n18.4.1 Forming and Casting
18.4.1 Forming and Casting
18.4.2 Slab Separation
18.4.2 Slab Separation
18.5 Shells, Domes, and Folded Plates
18.5 Shells, Domes, and Folded Plates <\/td>\n<\/tr>\n
419<\/td>\n18.5.1 Shell Form Design Considerations
18.5.1 Shell Form Design Considerations <\/td>\n<\/tr>\n
420<\/td>\n18.5.2 Building the Forms
18.5.2 Building the Forms
18.5.3 Placing Concrete
18.5.3 Placing Concrete
18.5.4 Form Removal
18.5.4 Form Removal <\/td>\n<\/tr>\n
421<\/td>\n18.5.5 Inflated Forming Methods
18.5.5 Inflated Forming Methods
18.6 Traveling Forms
18.6 Traveling Forms
18.6.1 Applications
18.6.1 Applications <\/td>\n<\/tr>\n
422<\/td>\n18.6.2 Design Considerations
18.6.2 Design Considerations <\/td>\n<\/tr>\n
423<\/td>\n18.7 Preplaced Aggregate Concrete
18.7 Preplaced Aggregate Concrete
18.7.1 Lateral Pressure
18.7.1 Lateral Pressure <\/td>\n<\/tr>\n
424<\/td>\n18.7.2 Form Construction and Materials
18.7.2 Form Construction and Materials <\/td>\n<\/tr>\n
425<\/td>\n18.8 Shotcrete
18.8 Shotcrete
18.9 Tremie Concrete
18.9 Tremie Concrete <\/td>\n<\/tr>\n
427<\/td>\n18.10 Precast Concrete
18.10 Precast Concrete
18.10.1 Advantages of Precasting
18.10.1 Advantages of Precasting <\/td>\n<\/tr>\n
428<\/td>\n18.10.2 Formwork Requirements
18.10.2 Formwork Requirements <\/td>\n<\/tr>\n
430<\/td>\n18.10.3 Stripping
18.10.3 Stripping
18.10.4 Erection and Joints
18.10.4 Erection and Joints
18.11 Prestressed Precast Concrete
18.11 Prestressed Precast Concrete <\/td>\n<\/tr>\n
431<\/td>\n18.11.1 Forms for Post-Tensioning
18.11.1 Forms for Post-Tensioning <\/td>\n<\/tr>\n
433<\/td>\n18.11.2 Forms for Pretensioning
18.11.2 Forms for Pretensioning <\/td>\n<\/tr>\n
435<\/td>\nAPPENDIX A\u2014REFERENCED STANDARDS AND REPORTS
APPENDIX A\u2014REFERENCED STANDARDS AND REPORTS <\/td>\n<\/tr>\n
439<\/td>\nAPPENDIX B\u2014NOTATION
APPENDIX B\u2014NOTATION <\/td>\n<\/tr>\n
441<\/td>\nAPPENDIX C\u2014GLOSSARY
APPENDIX C\u2014GLOSSARY <\/td>\n<\/tr>\n
449<\/td>\nAPPENDIX D\u2014CONVERSIONS
APPENDIX D\u2014CONVERSIONS <\/td>\n<\/tr>\n
451<\/td>\nAPPENDIX E\u2014ACI 347R-14 GUIDE
APPENDIX E\u2014ACI 347R-14 GUIDE <\/td>\n<\/tr>\n
487<\/td>\nAPPENDIX F\u2014ACI 318-11 CODE AND COMMENTARY
APPENDIX F\u2014ACI 318-11 CODE AND COMMENTARY <\/td>\n<\/tr>\n
493<\/td>\nAPPENDIX G\u2014OSHA REGULATIONS
APPENDIX G\u2014OSHA REGULATIONS <\/td>\n<\/tr>\n
501<\/td>\nAPPENDIX H\u2014PROBLEMS
APPENDIX H\u2014PROBLEMS <\/td>\n<\/tr>\n
509<\/td>\nINDEX
INDEX <\/td>\n<\/tr>\n
515<\/td>\nBlank Page
Blank Page <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

SP-4 (8TH): Formwork for Concrete<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ACI<\/b><\/a><\/td>\n2014<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":161192,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2650],"product_tag":[],"class_list":{"0":"post-161191","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aci","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/161191","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/161192"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=161191"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=161191"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=161191"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}