{"id":25896,"date":"2024-10-17T00:33:49","date_gmt":"2024-10-17T00:33:49","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-7-10\/"},"modified":"2024-10-24T13:42:52","modified_gmt":"2024-10-24T13:42:52","slug":"asce-7-10","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-7-10\/","title":{"rendered":"ASCE 7 10"},"content":{"rendered":"

Prepared by the Committee on Minimum Design Loads for Buildings and Other Structures of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE. Minimum Design Loads for Buildings and Other Structures, ASCE\/SEI 7-10, provides requirements for general structural design and includes means for determining dead, live, soil, flood, snow, rain, atmospheric ice, earthquake, and wind loads, as well as their combinations, which are suitable for inclusion in building codes and other documents. This Standard, a revision of ASCE\/SEI 7-05, offers a complete update and reorganization of the wind load provisions, expanding them from one chapter into six. The Standard contains new ultimate event wind maps with corresponding reductions in load factors, so that the loads are not affected, and updates the seismic loads with new risk-targeted seismic maps. The snow, live, and atmospheric icing provisions are updated as well. In addition, the Standard includes a detailed Commentary with explanatory and supplementary information designed to assist building code committees and regulatory authorities. The third printing of Standard ASCE\/SEI 7-10 incorporates errata and includes Supplement 1. In addition, the seismic commentary has been expanded and completely revised. Standard ASCE\/SEI 7 is an integral part of building codes in the United States. Many of the load provisions are substantially adopted by reference in the International Building Code and the NFPA 5000 Building Construction and Safety Code. Structural engineers, architects, and those engaged in preparing and administering local building codes will find the structural load requirements essential to their practice.<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
4<\/td>\nSTANDARDS <\/td>\n<\/tr>\n
6<\/td>\nFOREWORD <\/td>\n<\/tr>\n
8<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
12<\/td>\nDEDICATION <\/td>\n<\/tr>\n
14<\/td>\nCONTENTS <\/td>\n<\/tr>\n
44<\/td>\n1 General
1.1 Scope
1.2 Definitions and Symbols
1.2.1 Definitions
1.2.2 Symbols <\/td>\n<\/tr>\n
45<\/td>\n1.3 Basic Requirements
1.3.1 Strength and Stiffness <\/td>\n<\/tr>\n
46<\/td>\n1.3.2 Serviceability
1.3.3 Self-Straining Forces
1.3.4 Analysis
1.3.5 Counteracting Structural Actions
1.4 General Structural Integrity
1.4.1 Load Combinations of Integrity Loads
1.4.2 Load Path Connections
1.4.3 Lateral Forces
1.4.4 Connection to Supports
1.4.5 Anchorage of Structural Walls <\/td>\n<\/tr>\n
47<\/td>\n1.4.6 Extraordinary Loads and Events
1.5 Classification of Buildings and Other Structures
1.5.1 Risk Categorization
1.5.2 Multiple Risk Categories
1.5.3 Toxic, Highly Toxic, and Explosive Substances
1.6 Additions and Alterations to Existing Structures <\/td>\n<\/tr>\n
48<\/td>\n1.7 Load Tests
1.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
50<\/td>\n2 Combinations of Loads
2.1 General
2.2 Symbols
2.3 Combining Factored Loads Using Strength Design
2.3.1 Applicability
2.3.2 Basic Combinations
2.3.3 Load Combinations Including Flood Load
2.3.4 Load Combinations Including Atmospheric Ice Loads
2.3.5 Load Combinations Including Self-Straining Loads <\/td>\n<\/tr>\n
51<\/td>\n2.3.6 Load Combinations for Nonspecified Loads
2.4 Combining Nominal Loads Using Allowable Stress Design
2.4.1 Basic Combinations
2.4.2 Load Combinations Including Flood Load
2.4.3 Load Combinations Including Atmospheric Ice Loads
2.4.4 Load Combinations Including Self-Straining Loads
2.5 Load Combinations for Extraordinary Events
2.5.1 Applicability
2.5.2 Load Combinations
2.5.3 Stability Requirements <\/td>\n<\/tr>\n
52<\/td>\n3 Dead Loads, Soil Loads, and Hydrostatic Pressure
3.1 Dead Loads
3.1.1 Definition
3.1.2 Weights of Materials and Constructions
3.1.3 Weight of Fixed Service Equipment
3.2 Soil Loads and Hydrostatic Pressure
3.2.1 Lateral Pressures
3.2.2 Uplift on Floors and Foundations <\/td>\n<\/tr>\n
54<\/td>\n4 Live Loads
4.1 Definitions
4.2 Loads Not Specified
4.3 Uniformly Distributed Live Loads
4.3.1 Required Live Loads
4.3.2 Provision for Partitions
4.3.3 Partial Loading
4.4 Concentrated Live Loads
4.5 Loads on Handrail, Guardrail, Grab Bar and Vehicle Barrier Systems, and Fixed Ladders
4.5.1 Loads on Handrail and Guardrail Systems <\/td>\n<\/tr>\n
55<\/td>\n4.5.2 Loads on Grab Bar Systems
4.5.3 Loads on Vehicle Barrier Systems
4.5.4 Loads on Fixed Ladders
4.6 Impact Loads
4.6.1 General
4.6.2 Elevators
4.6.3 Machinery
4.7 Reduction in Live Loads
4.7.1 General
4.7.2 Reduction in Uniform Live Loads
4.7.3 Heavy Live Loads
4.7.4 Passenger Vehicle Garages
4.7.5 Assembly Uses
4.7.6 Limitations on One-Way Slabs
4.8 Reduction in Roof Live Loads
4.8.1 General
4.8.2 Flat, Pitched, and Curved Roofs <\/td>\n<\/tr>\n
59<\/td>\n4.8.3 Special Purpose Roofs
4.9 Crane Loads
4.9.1 General
4.9.2 Maximum Wheel Load
4.9.3 Vertical Impact Force
4.9.4 Lateral Force
4.9.5 Longitudinal Force
4.10 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
60<\/td>\n5 Flood Loads
5.1 General
5.2 Definitions
5.3 Design Requirements
5.3.1 Design Loads
5.3.2 Erosion and Scour
5.3.3 Loads on Breakaway Walls
5.4 Loads During Flooding
5.4.1 Load Basis
5.4.2 Hydrostatic Loads <\/td>\n<\/tr>\n
61<\/td>\n5.4.3 Hydrodynamic Loads
5.4.4 Wave Loads <\/td>\n<\/tr>\n
62<\/td>\n5.4.5 Impact Loads <\/td>\n<\/tr>\n
63<\/td>\n5.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
64<\/td>\n6 Reserved for Future Provisions <\/td>\n<\/tr>\n
66<\/td>\n7 Snow Loads
7.1 Symbols
7.2 Ground Snow Loads, p[sub(g)]
7.3 Flat Roof Snow Loads, p[sub(f)]
7.3.1 Exposure Factor, C[sub(e)]
7.3.2 Thermal Factor, C[sub(t)]
7.3.3 Importance Factor, I[sub(s)]
7.3.4 Minimum Snow Load for Low-Slope Roofs, p[sub(m)]
7.4 Sloped Roof Snow Loads, p[sub(s)] <\/td>\n<\/tr>\n
67<\/td>\n7.4.1 Warm Roof Slope Factor, C[sub(s)]
7.4.2 Cold Roof Slope Factor, C[sub(s)]
7.4.3 Roof Slope Factor for Curved Roofs
7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
7.4.5 Ice Dams and Icicles Along Eaves
7.5 Partial Loading
7.5.1 Continuous Beam Systems <\/td>\n<\/tr>\n
68<\/td>\n7.5.2 Other Structural Systems
7.6 Unbalanced Roof Snow Loads
7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs
7.6.2 Unbalanced Snow Loads for Curved Roofs
7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
7.6.4 Unbalanced Snow Loads for Dome Roofs
7.7 Drifts on Lower Roofs (Aerodynamic Shade)
7.7.1 Lower Roof of a Structure
7.7.2 Adjacent Structures
7.8 Roof Projections and Parapets <\/td>\n<\/tr>\n
69<\/td>\n7.9 Sliding Snow
7.10 Rain-on-Snow Surcharge Load
7.11 Ponding Instability
7.12 Existing Roofs <\/td>\n<\/tr>\n
78<\/td>\n8 Rain Loads
8.1 Symbols
8.2 Roof Drainage
8.3 Design Rain Loads
8.4 Ponding Instability
8.5 Controlled Drainage <\/td>\n<\/tr>\n
80<\/td>\n9 Reserved for Future Provisions <\/td>\n<\/tr>\n
82<\/td>\n10 Ice Loads\u2014Atmospheric Icing
10.1 General
10.1.1 Site-Specific Studies
10.1.2 Dynamic Loads
10.1.3 Exclusions
10.2 Definitions
10.3 Symbols <\/td>\n<\/tr>\n
83<\/td>\n10.4 Ice Loads Due to Freezing Rain
10.4.1 Ice Weight
10.4.2 Nominal Ice Thickness
10.4.3 Height Factor
10.4.4 Importance Factors
10.4.5 Topographic Factor
10.4.6 Design Ice Thickness for Freezing Rain
10.5 Wind on Ice-Covered Structures
10.5.1 Wind on Ice-Covered Chimneys, Tanks, and Similar Structures
10.5.2 Wind on Ice-Covered Solid Freestanding Walls and Solid Signs
10.5.3 Wind on Ice-Covered Open Signs and Lattice Frameworks
10.5.4 Wind on Ice-Covered Trussed Towers
10.5.5 Wind on Ice-Covered Guys and Cables
10.6 Design Temperatures for Freezing Rain
10.7 Partial Loading
10.8 Design Procedure <\/td>\n<\/tr>\n
84<\/td>\n10.9 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
92<\/td>\n11 Seismic Design Criteria
11.1 General
11.1.1 Purpose
11.1.2 Scope
11.1.3 Applicability
11.1.4 Alternate Materials and Methods of Construction
11.2 Definitions <\/td>\n<\/tr>\n
95<\/td>\n11.3 Symbols <\/td>\n<\/tr>\n
97<\/td>\n11.4 Seismic Ground Motion Values
11.4.1 Mapped Acceleration Parameters <\/td>\n<\/tr>\n
98<\/td>\n11.4.2 Site Class
11.4.3 Site Coefficients and Risk-Targeted Maximum Considered Earthquake (MCE[sub(R)]) Spectral Response Acceleration Parameters
11.4.4 Design Spectral Acceleration Parameters
11.4.5 Design Response Spectrum <\/td>\n<\/tr>\n
99<\/td>\n11.4.6 Risk-Targeted Maximum Considered Earthquake (MCE[sub(R)]) Response Spectrum
11.4.7 Site-Specific Ground Motion Procedures
11.5 Importance Factor and Risk Category
11.5.1 Importance Factor
11.5.2 Protected Access for Risk Category IV
11.6 Seismic Design Category
11.7 Design Requirements for Seismic Design Category A
11.8 Geologic Hazards and Geotechnical Investigation
11.8.1 Site Limitation for Seismic Design Categories E and F
11.8.2 Geotechnical Investigation Report Requirements for Seismic Design Categories C through F <\/td>\n<\/tr>\n
100<\/td>\n11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F <\/td>\n<\/tr>\n
102<\/td>\n12 Seismic Design Requirements for Building Structures
12.1 Structural Design Basis
12.1.1 Basic Requirements
12.1.2 Member Design, Connection Design, and Deformation Limit
12.1.3 Continuous Load Path and Interconnection
12.1.4 Connection to Supports
12.1.5 Foundation Design
12.1.6 Material Design and Detailing Requirements
12.2 Structural System Selection
12.2.1 Selection and Limitations <\/td>\n<\/tr>\n
105<\/td>\n12.2.2 Combinations of Framing Systems in Different Directions
12.2.3 Combinations of Framing Systems in the Same Direction <\/td>\n<\/tr>\n
106<\/td>\n12.2.4 Combination Framing Detailing Requirements
12.2.5 System-Specific Requirements <\/td>\n<\/tr>\n
108<\/td>\n12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy
12.3.1 Diaphragm Flexibility
12.3.2 Irregular and Regular Classification
12.3.3 Limitations and Additional Requirements for Systems with Structural Irregularities <\/td>\n<\/tr>\n
110<\/td>\n12.3.4 Redundancy
12.4 Seismic Load Effects and Combinations
12.4.1 Applicability
12.4.2 Seismic Load Effect <\/td>\n<\/tr>\n
112<\/td>\n12.4.3 Seismic Load Effect Including Overstrength Factor <\/td>\n<\/tr>\n
113<\/td>\n12.4.4 Minimum Upward Force for Horizontal Cantilevers for Seismic Design Categories D through F
12.5 Direction of Loading
12.5.1 Direction of Loading Criteria
12.5.2 Seismic Design Category B
12.5.3 Seismic Design Category C
12.5.4 Seismic Design Categories D through F
12.6 Analysis Procedure Selection
12.7 Modeling Criteria
12.7.1 Foundation Modeling
12.7.2 Effective Seismic Weight <\/td>\n<\/tr>\n
114<\/td>\n12.7.3 Structural Modeling
12.7.4 Interaction Effects
12.8 Equivalent Lateral Force Procedure
12.8.1 Seismic Base Shear <\/td>\n<\/tr>\n
115<\/td>\n12.8.2 Period Determination
12.8.3 Vertical Distribution of Seismic Forces <\/td>\n<\/tr>\n
116<\/td>\n12.8.4 Horizontal Distribution of Forces
12.8.5 Overturning
12.8.6 Story Drift Determination <\/td>\n<\/tr>\n
117<\/td>\n12.8.7 P-Delta Effects <\/td>\n<\/tr>\n
118<\/td>\n12.9 Modal Response Spectrum Analysis
12.9.1 Number of Modes
12.9.2 Modal Response Parameters
12.9.3 Combined Response Parameters
12.9.4 Scaling Design Values of Combined Response
12.9.5 Horizontal Shear Distribution
12.9.6 P-Delta Effects
12.9.7 Soil Structure Interaction Reduction
12.10 Diaphragms, Chords, and Collectors
12.10.1 Diaphragm Design
12.10.2 Collector Elements <\/td>\n<\/tr>\n
119<\/td>\n12.11 Structural Walls and Their Anchorage
12.11.1 Design for Out-of-Plane Forces
12.11.2 Anchorage of Structural Walls and Transfer of Design Forces into Diaphragms <\/td>\n<\/tr>\n
120<\/td>\n12.12 Drift and Deformation
12.12.1 Story Drift Limit
12.12.2 Diaphragm Deflection
12.12.3 Structural Separation
12.12.4 Members Spanning between Structures <\/td>\n<\/tr>\n
121<\/td>\n12.12.5 Deformation Compatibility for Seismic Design Categories D through F
12.13 Foundation Design
12.13.1 Design Basis
12.13.2 Materials of Construction
12.13.3 Foundation Load-Deformation Characteristics
12.13.4 Reduction of Foundation Overturning
12.13.5 Requirements for Structures Assigned to Seismic Design Category C
12.13.6 Requirements for Structures Assigned to Seismic Design Categories D through F <\/td>\n<\/tr>\n
122<\/td>\n12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems
12.14.1 General <\/td>\n<\/tr>\n
125<\/td>\n12.14.2 Design Basis
12.14.3 Seismic Load Effects and Combinations <\/td>\n<\/tr>\n
126<\/td>\n12.14.4 Seismic Force-Resisting System <\/td>\n<\/tr>\n
127<\/td>\n12.14.5 Diaphragm Flexibility
12.14.6 Application of Loading
12.14.7 Design and Detailing Requirements <\/td>\n<\/tr>\n
128<\/td>\n12.14.8 Simplified Lateral Force Analysis Procedure <\/td>\n<\/tr>\n
130<\/td>\n13 Seismic Design Requirements for Nonstructural Components
13.1 General
13.1.1 Scope
13.1.2 Seismic Design Category
13.1.3 Component Importance Factor
13.1.4 Exemptions
13.1.5 Application of Nonstructural Component Requirements to Nonbuilding Structures
13.1.6 Reference Documents
13.1.7 Reference Documents Using Allowable Stress Design <\/td>\n<\/tr>\n
131<\/td>\n13.2 General Design Requirements
13.2.1 Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments
13.2.2 Special Certification Requirements for Designated Seismic Systems
13.2.3 Consequential Damage
13.2.4 Flexibility
13.2.5 Testing Alternative for Seismic Capacity Determination
13.2.6 Experience Data Alternative for Seismic Capacity Determination
13.2.7 Construction Documents
13.3 Seismic Demands on Nonstructural Components
13.3.1 Seismic Design Force <\/td>\n<\/tr>\n
132<\/td>\n13.3.2 Seismic Relative Displacements
13.4 Nonstructural Component Anchorage <\/td>\n<\/tr>\n
133<\/td>\n13.4.1 Design Force in the Attachment
13.4.2 Anchors in Concrete or Masonry
13.4.3 Installation Conditions
13.4.4 Multiple Attachments
13.4.5 Power Actuated Fasteners
13.4.6 Friction Clips
13.5 Architectural Components
13.5.1 General
13.5.2 Forces and Displacements
13.5.3 Exterior Nonstructural Wall Elements and Connections
13.5.4 Glass
13.5.5 Out-of-Plane Bending <\/td>\n<\/tr>\n
134<\/td>\n13.5.6 Suspended Ceilings <\/td>\n<\/tr>\n
135<\/td>\n13.5.7 Access Floors
13.5.8 Partitions
13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
13.6 Mechanical and Electrical Components
13.6.1 General <\/td>\n<\/tr>\n
137<\/td>\n13.6.2 Component Period
13.6.3 Mechanical Components
13.6.4 Electrical Components
13.6.5 Component Supports <\/td>\n<\/tr>\n
138<\/td>\n13.6.6 Utility and Service Lines
13.6.7 Ductwork <\/td>\n<\/tr>\n
139<\/td>\n13.6.8 Piping Systems
13.6.9 Boilers and Pressure Vessels
13.6.10 Elevator and Escalator Design Requirements <\/td>\n<\/tr>\n
140<\/td>\n13.6.11 Other Mechanical and Electrical Components <\/td>\n<\/tr>\n
142<\/td>\n14 Material Specific Seismic Design and Detailing Requirements
14.0 Scope
14.1 Steel
14.1.1 Reference Documents
14.1.2 Structural Steel
14.1.3 Cold-Formed Steel
14.1.4 Cold-Formed Steel Light-Frame Construction
14.1.5 Steel Deck Diaphragms <\/td>\n<\/tr>\n
143<\/td>\n14.1.6 Steel Cables
14.1.7 Additional Detailing Requirements for Steel Piles in Seismic Design Categories D through F
14.2 Concrete
14.2.1 Reference Documents
14.2.2 Modifications to ACI 318
14.2.3 Additional Detailing Requirements for Concrete Piles <\/td>\n<\/tr>\n
145<\/td>\n14.3 Composite Steel And Concrete Structures
14.3.1 Reference Documents <\/td>\n<\/tr>\n
146<\/td>\n14.3.2 General
14.3.3 Seismic Requirements for Composite Steel and Concrete Structures
14.3.4 Metal-Cased Concrete Piles
14.4 Masonry
14.4.1 Reference Documents
14.4.2 R Factors
14.4.3 Modifications to Chapter 1 of TMS 402\/ACI 530\/ASCE 5
14.4.4 Modifications to Chapter 2 of TMS 402\/ACI 530\/ASCE 5
14.4.5 Modifications to Chapter 3 of TMS 402\/ACI 530\/ASCE 5 <\/td>\n<\/tr>\n
147<\/td>\n14.4.6 Modifications to Chapter 6 of TMS 402\/ACI 530\/ASCE 5
14.4.7 Modifications to TMS 602\/ACI 530.1\/ASCE 6
14.5 Wood
14.5.1 Reference Documents <\/td>\n<\/tr>\n
148<\/td>\n15 Seismic Design Requirements for Nonbuilding Structures
15.1 General
15.1.1 Nonbuilding Structures
15.1.2 Design
15.1.3 Structural Analysis Procedure Selection
15.2 Reference Documents
15.3 Nonbuilding Structures Supported by Other Structures
15.3.1 Less than 25% Combined Weight Condition
15.3.2 Greater than or Equal to 25% Combined Weight Condition <\/td>\n<\/tr>\n
149<\/td>\n15.3.3 Architectural, Mechanical, and Electrical Components
15.4 Structural Design Requirements
15.4.1 Design Basis
15.4.2 Rigid Nonbuilding Structures <\/td>\n<\/tr>\n
150<\/td>\n15.4.3 Loads
15.4.4 Fundamental Period
15.4.5 Drift Limitations
15.4.6 Materials Requirements
15.4.7 Deflection Limits and Structure Separation
15.4.8 Site-Specific Response Spectra <\/td>\n<\/tr>\n
152<\/td>\n15.4.9 Anchors in Concrete or Masonry
15.5 Nonbuilding Structures Similar to Buildings
15.5.1 General
15.5.2 Pipe Racks
15.5.3 Steel Storage Racks <\/td>\n<\/tr>\n
153<\/td>\n15.5.4 Electrical Power Generating Facilities
15.5.5 Structural Towers for Tanks and Vessels
15.5.6 Piers and Wharves <\/td>\n<\/tr>\n
154<\/td>\n15.6 General Requirements for Nonbuilding Structures Not Similar to Buildings
15.6.1 Earth-Retaining Structures
15.6.2 Stacks and Chimneys
15.6.3 Amusement Structures
15.6.4 Special Hydraulic Structures
15.6.5 Secondary Containment Systems <\/td>\n<\/tr>\n
155<\/td>\n15.6.6 Telecommunication Towers
15.7 Tanks and Vessels
15.7.1 General
15.7.2 Design Basis
15.7.3 Strength and Ductility
15.7.4 Flexibility of Piping Attachments <\/td>\n<\/tr>\n
156<\/td>\n15.7.5 Anchorage <\/td>\n<\/tr>\n
157<\/td>\n15.7.6 Ground-Supported Storage Tanks for Liquids <\/td>\n<\/tr>\n
159<\/td>\n15.7.7 Water Storage and Water Treatment Tanks and Vessels
15.7.8 Petrochemical and Industrial Tanks and Vessels Storing Liquids
15.7.9 Ground-Supported Storage Tanks for Granular Materials <\/td>\n<\/tr>\n
160<\/td>\n15.7.10 Elevated Tanks and Vessels for Liquids and Granular Materials <\/td>\n<\/tr>\n
161<\/td>\n15.7.11 Boilers and Pressure Vessels
15.7.12 Liquid and Gas Spheres <\/td>\n<\/tr>\n
162<\/td>\n15.7.13 Refrigerated Gas Liquid Storage Tanks and Vessels
15.7.14 Horizontal, Saddle-Supported Vessels for Liquid or Vapor Storage <\/td>\n<\/tr>\n
164<\/td>\n16 Seismic Response History Procedures
16.1 Linear Response History Procedure
16.1.1 Analysis Requirements
16.1.2 Modeling
16.1.3 Ground Motion
16.1.4 Response Parameters <\/td>\n<\/tr>\n
165<\/td>\n16.1.5 Horizontal Shear Distribution
16.2 Nonlinear Response History Procedure
16.2.1 Analysis Requirements
16.2.2 Modeling
16.2.3 Ground Motion and Other Loading
16.2.4 Response Parameters
16.2.5 Design Review <\/td>\n<\/tr>\n
166<\/td>\n17 Seismic Design Requirements for Seismically Isolated Structures
17.1 General
17.1.1 Variations in Material Properties
17.1.2 Definitions
17.1.3 Notation <\/td>\n<\/tr>\n
167<\/td>\n17.2 General Design Requirements
17.2.1 Importance Factor
17.2.2 MCE[sub(R)] Spectral Response Acceleration Parameters, S[sub(MS)] and [sub(M1)]
17.2.3 Configuration
17.2.4 Isolation System <\/td>\n<\/tr>\n
168<\/td>\n17.2.5 Structural System
17.2.6 Elements of Structures and Nonstructural Components
17.3 Ground Motion for Isolated Systems
17.3.1 Design Spectra <\/td>\n<\/tr>\n
169<\/td>\n17.3.2 Ground Motion Histories
17.4 Analysis Procedure Selection
17.4.1 Equivalent Lateral Force Procedure
17.4.2 Dynamic Procedures
17.5 Equivalent Lateral Force Procedure
17.5.1 General
17.5.2 Deformation Characteristics of the Isolation System
17.5.3 Minimum Lateral Displacements <\/td>\n<\/tr>\n
170<\/td>\n17.5.4 Minimum Lateral Forces <\/td>\n<\/tr>\n
171<\/td>\n17.5.5 Vertical Distribution of Force
17.5.6 Drift Limits
17.6 Dynamic Analysis Procedures
17.6.1 General
17.6.2 Modeling
17.6.3 Description of Procedures <\/td>\n<\/tr>\n
172<\/td>\n17.6.4 Minimum Lateral Displacements and Forces
17.7 Design Review
17.8 Testing
17.8.1 General <\/td>\n<\/tr>\n
173<\/td>\n17.8.2 Prototype Tests
17.8.3 Determination of Force-Deflection Characteristics
17.8.4 Test Specimen Adequacy <\/td>\n<\/tr>\n
174<\/td>\n17.8.5 Design Properties of the Isolation System <\/td>\n<\/tr>\n
176<\/td>\n18 Seismic Design Requirements for Structures with Damping Systems
18.1 General
18.1.1 Scope
18.1.2 Definitions
18.1.3 Notation <\/td>\n<\/tr>\n
178<\/td>\n18.2 General Design Requirements
18.2.1 Seismic Design Category A
18.2.2 System Requirements
18.2.3 Ground Motion
18.2.4 Procedure Selection <\/td>\n<\/tr>\n
179<\/td>\n18.2.5 Damping System
18.3 Nonlinear Procedures
18.3.1 Nonlinear Response-History Procedure
18.3.2 Nonlinear Static Procedure
18.4 Response-Spectrum Procedure
18.4.1 Modeling <\/td>\n<\/tr>\n
180<\/td>\n18.4.2 Seismic Force-Resisting System
18.4.3 Damping System <\/td>\n<\/tr>\n
181<\/td>\n18.5 Equivalent Lateral Force Procedure
18.5.1 Modeling
18.5.2 Seismic Force-Resisting System <\/td>\n<\/tr>\n
182<\/td>\n18.5.3 Damping System <\/td>\n<\/tr>\n
183<\/td>\n18.6 Damped Response Modification
18.6.1 Damping Coefficient
18.6.2 Effective Damping <\/td>\n<\/tr>\n
184<\/td>\n18.6.3 Effective Ductility Demand <\/td>\n<\/tr>\n
185<\/td>\n18.6.4 Maximum Effective Ductility Demand
18.7 Seismic Load Conditions and Acceptance Criteria
18.7.1 Nonlinear Procedures
18.7.2 Response-Spectrum and Equivalent Lateral Force Procedures <\/td>\n<\/tr>\n
187<\/td>\n18.8 Design Review
18.9 Testing
18.9.1 Prototype Tests <\/td>\n<\/tr>\n
188<\/td>\n18.9.2 Production Testing <\/td>\n<\/tr>\n
190<\/td>\n19 Soil-Structure Interaction for Seismic Design
19.1 General
19.2 Equivalent Lateral Force Procedure
19.2.1 Base Shear <\/td>\n<\/tr>\n
191<\/td>\n19.2.2 Vertical Distribution of Seismic Forces
19.2.3 Other Effects <\/td>\n<\/tr>\n
192<\/td>\n19.3 Modal Analysis Procedure
19.3.1 Modal Base Shears
19.3.2 Other Modal Effects
19.3.3 Design Values <\/td>\n<\/tr>\n
194<\/td>\n20 Site Classification Procedure for Seismic Design
20.1 Site Classification
20.2 Site Response Analysis for Site Class F Soil
20.3 Site Class Definitions
20.3.1 Site Class F
20.3.2 Soft Clay Site Class E
20.3.3 Site Classes C, D, and E
20.3.4 Shear Wave Velocity for Site Class B
20.3.5 Shear Wave Velocity for Site Class A
20.4 Definitions of Site Class Parameters
20.4.1 v;[sub(s)], Average Shear Wave Velocity <\/td>\n<\/tr>\n
195<\/td>\n20.4.2 N, Average Field Standard Penetration Resistance and N[sub(ch)], Average Standard Penetration Resistance for Cohesionless Soil Layers
20.4.3 s[sub(u)], Average Undrained Shear Strength <\/td>\n<\/tr>\n
196<\/td>\n21 Site-Specific Ground Motion Procedures for Seismic Design
21.1 Site Response Analysis
21.1.1 Base Ground Motions
21.1.2 Site Condition Modeling
21.1.3 Site Response Analysis and Computed Results
21.2 Risk-Targeted Maximum Considered Earthquake (MCE[sub(R)]) Ground Motion Hazard Analysis
21.2.1 Probabilistic (MCE[sub(R)]) Ground Motions <\/td>\n<\/tr>\n
197<\/td>\n21.2.2 Deterministic (MCE[sub(R)]) Ground Motions
21.2.3 Site-Specific MCE[sub(R)]
21.3 Design Response Spectrum <\/td>\n<\/tr>\n
198<\/td>\n21.4 Design Acceleration Parameters
21.5 Maximum Considered Earthquake Geometric Mean (MCE[sub(G)]) Peak Ground Acceleration
21.5.1 Probabilistic (MCE[sub(G)]) Peak Ground Acceleration
21.5.2 Deterministic (MCE[sub(G)]) Peak Ground Acceleration
21.5.3 Site-Specific (MCE[sub(G)]) Peak Ground Acceleration <\/td>\n<\/tr>\n
200<\/td>\n22 Seismic Ground Motion Long-Period Transition and Risk Coefficient Maps <\/td>\n<\/tr>\n
222<\/td>\n23 Seismic Design Reference Documents
23.1 Consensus Standards and Other Reference Documents <\/td>\n<\/tr>\n
230<\/td>\n26 Wind Loads: General Requirements
26.1 Procedures
26.1.1 Scope
26.1.2 Permitted Procedures
26.2 Definitions <\/td>\n<\/tr>\n
232<\/td>\n26.3 Symbols <\/td>\n<\/tr>\n
233<\/td>\n26.4 General
26.4.1 Sign Convention
26.4.2 Critical Load Condition
26.4.3 Wind Pressures Acting on Opposite Faces of Each Building Surface
26.5 Wind Hazard Map
26.5.1 Basic Wind Speed
26.5.2 Special Wind Regions
26.5.3 Estimation of Basic Wind Speeds from Regional Climatic Data <\/td>\n<\/tr>\n
242<\/td>\n26.5.4 Limitation
26.6 Wind Directionality
26.7 Exposure
26.7.1 Wind Directions and Sectors
26.7.2 Surface Roughness Categories
26.7.3 Exposure Categories
26.7.4 Exposure Requirements
26.8 Topographic Effects
26.8.1 Wind Speed-Up over Hills, Ridges, and Escarpments <\/td>\n<\/tr>\n
245<\/td>\n26.8.2 Topographic Factor
26.9 Gust Effects
26.9.1 Gust-Effect Factor
26.9.2 Frequency Determination
26.9.3 Approximate Natural Frequency
26.9.4 Rigid Buildings or Other Structures
26.9.5 Flexible or Dynamically Sensitive Buildings or Other Structures <\/td>\n<\/tr>\n
247<\/td>\n26.9.6 Rational Analysis
26.9.7 Limitations
26.10 Enclosure Classification
26.10.1 General
26.10.2 Openings
26.10.3 Protection of Glazed Openings
26.10.4 Multiple Classifications
26.11 Internal Pressure Coefficient
26.11.1 Internal Pressure Coefficients <\/td>\n<\/tr>\n
250<\/td>\n27 Wind Loads on Buildings\u2014MWFRS (Directional Procedure)
27.1 Scope
27.1.1 Building Types
27.1.2 Conditions
27.1.3 Limitations
27.1.4 Shielding
27.1.5 Minimum Design Wind Loads
Part 1: Enclosed, Partially Enclosed, and Open Buildings of All Heights
27.2 General Requirements <\/td>\n<\/tr>\n
251<\/td>\n27.2.1 Wind Load Parameters Specified in Chapter 26
27.3 Velocity Pressure
27.3.1 Velocity Pressure Exposure Coefficient
27.3.2 Velocity Pressure
27.4 Wind Loads\u2014Main Wind Force-Resisting System
27.4.1 Enclosed and Partially Enclosed Rigid Buildings
27.4.2 Enclosed and Partially Enclosed Flexible Buildings
27.4.3 Open Buildings with Monoslope, Pitched, or Troughed Free Roofs
27.4.4 Roof Overhangs
27.4.5 Parapets <\/td>\n<\/tr>\n
262<\/td>\n27.4.6 Design Wind Load Cases
Part 2: Enclosed Simple Diaphragm Buildings with h \u2264 160 ft (48.8 m)
27.5 General Requirements
27.5.1 Design Procedure
27.5.2 Conditions
27.5.3 Wind Load Parameters Specified in Chapter 26
27.5.4 Diaphragm Flexibility
27.6 Wind Loads\u2014Main Wind Force-Resisting System
27.6.1 Wall and Roof Surfaces\u2014Class 1 and 2 Buildings <\/td>\n<\/tr>\n
263<\/td>\n27.6.2 Parapets
27.6.3 Roof Overhangs <\/td>\n<\/tr>\n
286<\/td>\n28 Wind Loads on Buildings\u2014MWFRS (Envelope Procedure)
28.1 Scope
28.1.1 Building Types
28.1.2 Conditions
28.1.3 Limitations
28.1.4 Shielding
Part 1: Enclosed and Partially Enclosed Low-Rise Buildings
28.2 General Requirements
28.2.1 Wind Load Parameters Specified in Chapter 26
28.3 Velocity Pressure
28.3.1 Velocity Pressure Exposure Coefficient
28.3.2 Velocity Pressure <\/td>\n<\/tr>\n
287<\/td>\n28.4 Wind Loads\u2014Main Wind-Force Resisting System
28.4.1 Design Wind Pressure for Low-Rise Buildings
28.4.2 Parapets
28.4.3 Roof Overhangs
28.4.4 Minimum Design Wind Loads
Part 2: Enclosed Simple Diaphragm Low-Rise Buildings
28.5 General Requirements
28.5.1 Wind Load Parameters Specified in Chapter 26
28.6 Wind Loads\u2014Main Wind-Force Resisting System
28.6.1 Scope <\/td>\n<\/tr>\n
291<\/td>\n28.6.2 Conditions
28.6.3 Design Wind Loads
28.6.4 Minimum Design Wind Loads <\/td>\n<\/tr>\n
296<\/td>\n29 Wind Loads on Other Structures and Building Appurtenances\u2014MWFRS
29.1 Scope
29.1.1 Structure Types
29.1.2 Conditions
29.1.3 Limitations
29.1.4 Shielding
29.2 General Requirements
29.2.1 Wind Load Parameters Specified in Chapter 26
29.3 Velocity Pressure
29.3.1 Velocity Pressure Exposure Coefficient
29.3.2 Velocity Pressure
29.4 Design Wind Loads\u2014Solid Freestanding Walls and Solid Signs
29.4.1 Solid Freestanding Walls and Solid Freestanding Signs <\/td>\n<\/tr>\n
297<\/td>\n29.4.2 Solid Attached Signs
29.5 Design Wind Loads\u2014Other Structures
29.5.1 Rooftop Structures and Equipment for with h \u2264 60 ft (18.3 m)
29.6 Parapets
29.7 Roof Overhangs
29.8 Minimum Design Wind Loading <\/td>\n<\/tr>\n
304<\/td>\n30 Wind Loads\u2014Components and Cladding (C&C)
30.1 Scope
30.1.1 Building Types
30.1.2 Conditions
30.1.3 Limitations
30.1.4 Shielding
30.1.5 Air-Permeable Cladding
30.2 General Requirements
30.2.1 Wind Load Parameters Specified in Chapter 26
30.2.2 Minimum Design Wind Pressures
30.2.3 Tributary Areas Greater than 700 ft[sup(2)] (65 m[sup(2)])
30.2.4 External Pressure Coefficients
30.3 Velocity Pressure
30.3.1 Velocity Pressure Exposure Coefficient <\/td>\n<\/tr>\n
305<\/td>\n30.3.2 Velocity Pressure <\/td>\n<\/tr>\n
307<\/td>\nPart 1: Low-Rise Buildings
30.4 Building Types
30.4.1 Conditions
30.4.2 Design Wind Pressures <\/td>\n<\/tr>\n
308<\/td>\nPart 2: Low-Rise Buildings (Simplified)
30.5 Building Types
30.5.1 Conditions
30.5.2 Design Wind Pressures <\/td>\n<\/tr>\n
309<\/td>\nPart 3: Buildings with h > 60 ft (18.3 m)
30.6 Building Types
30.6.1 Conditions
30.6.2 Design Wind Pressures <\/td>\n<\/tr>\n
310<\/td>\nPart 4: Buildings with h \u2264 160 ft (48.8 M) (Simplified)
30.7 Building Types
30.7.1 Wind Loads\u2014Components and Cladding <\/td>\n<\/tr>\n
320<\/td>\nPart 5: Open Buildings
30.8 Building Types
30.8.1 Conditions
30.8.2 Design Wind Pressures <\/td>\n<\/tr>\n
321<\/td>\nPart 6: Building Appurtenances and Rooftop Structures and Equipment
30.9 Parapets
30.10 Roof Overhangs
30.11 Rooftop Structures and Equipment for Buildings with h \u2264 60 ft (18.3 m) <\/td>\n<\/tr>\n
346<\/td>\n31 Wind Tunnel Procedure
31.1 Scope
31.2 Test Conditions
31.3 Dynamic Response
31.4 Load Effects
31.4.1 Mean Recurrence Intervals of Load Effects
31.4.2 Limitations on Wind Speeds
31.4.3 Limitations on Loads
31.5 Wind-Borne Debris <\/td>\n<\/tr>\n
348<\/td>\nAppendix 11A: Quality Assurance Provisions
11A.1 Quality Assurance
11A.1.1 Scope
11A.1.2 Quality Assurance Plan <\/td>\n<\/tr>\n
349<\/td>\n11A.1.3 Special Inspection and Testing <\/td>\n<\/tr>\n
350<\/td>\n11A.2 Testing
11A.2.1 Reinforcing and Prestressing Steel
11A.2.2 Structural Concrete
11A.2.3 Structural Masonry
11A.2.4 Structural Steel
11A.2.5 Seismic-Isolated Structures
11A.2.6 Mechanical and Electrical Equipment
11A.3 Structural Observations
11A.4 Reporting and Compliance Procedures <\/td>\n<\/tr>\n
352<\/td>\nAppendix 11B: Existing Building Provisions
11B.1 Scope
11B.2 Structurally Independent Additions
11B.3 Structurally Dependent Additions
11B.4 Alterations
11B.5 Change of Use <\/td>\n<\/tr>\n
354<\/td>\nAppendix C: Serviceability Considerations
C.1 Serviceability Considerations
C.2 Deflection, Vibration, and Drift
C.2.1 Vertical Deflections
C.2.2 Drift of Walls and Frames
C.2.3 Vibrations
C.3 Design for Long-Term Deflection
C.4 Camber
C.5 Expansion and Contraction
C.6 Durability <\/td>\n<\/tr>\n
356<\/td>\nAppendix D: Buildings Exempted from Torsional Wind Load Cases
D1.0 Scope
D1.1 One and Two Story Buildings Meeting the Following Requirements
D1.2 Buildings Controlled by Seismic Loading
D1.2.1 Buildings with Diaphragms at Each Level that Are Not Flexible
D1.2.2 Buildings with Diaphragms at Each Level that Are Flexible
D1.3 Buildings Classified as Torsionally Regular under Wind Load
D1.4 Buildings with Diaphragms that Are Flexible and Designed for Increased Wind Loading
D1.5 Class 1 and Class 2 Simple Disphragm Buildings (h < 160 ft.) Meeting the Following Requirements
D1.5.1 Case A \u2013 Class 1 and Class 2 Buildings
D1.5.2 Case B \u2013 Class 1 and Class 2 Buildings <\/td>\n<\/tr>\n
357<\/td>\nD1.5.3 Case C \u2013 Class 1 and Class 2 Buildings
D1.5.4 Case D \u2013 Class 1 and Class 2 Buildings
D1.5.5 Case E \u2013 Class 1 and Class 2 Buildings
D1.5.6 Case F \u2013 Class 1 Buildings <\/td>\n<\/tr>\n
360<\/td>\nCommentary to American Society of Civil Engineers\/Structural Engineering Institute Standard 7-10 <\/td>\n<\/tr>\n
362<\/td>\nC1 General
C1.1 Scope
C1.3 Basic Requirements
C1.3.1 Strength and Stiffness <\/td>\n<\/tr>\n
365<\/td>\nC1.3.2 Serviceability
C1.3.3 Self-Straining Forces
C1.4 General Structural Integrity <\/td>\n<\/tr>\n
367<\/td>\nC1.5 Classification of Buildings and Other Structures
C1.5.1 Risk Categorization <\/td>\n<\/tr>\n
369<\/td>\nC1.5.3 Toxic, Highly Toxic, and Explosive Substances <\/td>\n<\/tr>\n
370<\/td>\nC1.7 Load Tests
References <\/td>\n<\/tr>\n
372<\/td>\nC2 Combinations of Loads
C2.1 General
C2.2 Symbols
C2.3 Combining Factored Loads Using Strength Design
C2.3.1 Applicability
C2.3.2 Basic Combinations <\/td>\n<\/tr>\n
373<\/td>\nC2.3.3 Load Combinations Including Flood Load
C2.3.4 Load Combinations Including Atmospheric Ice Loads <\/td>\n<\/tr>\n
374<\/td>\nC2.3.5 Load Combinations Including Self-Straining Loads
C2.3.6 Load Combinations for Nonspecified Loads <\/td>\n<\/tr>\n
375<\/td>\nC2.4 Combining Nominal Loads Using Allowable Stress Design
C2.4.1 Basic Combinations <\/td>\n<\/tr>\n
376<\/td>\nC2.4.2 Load Combinations Including Flood Load
C2.4.3 Load Combinations Including Atmospheric Ice Loads
C2.4.4 Load Combinations Including Self-Straining Loads
C2.5 Load Combinations for Extraordinary Events <\/td>\n<\/tr>\n
377<\/td>\nReferences <\/td>\n<\/tr>\n
378<\/td>\nC3 Dead Loads, Soil Loads, and Hydrostatic Pressure
C3.1.2 Weights of Materials and Constructions
C3.2 Soil Loads and Hydrostatic Pressure
C3.2.1 Lateral Pressures
C3.2.2 Uplift on Floors and Foundations
Reference <\/td>\n<\/tr>\n
386<\/td>\nC4 Live Loads
C4.3 Uniformly Distributed Live Loads
C4.3.1 Required Live Loads <\/td>\n<\/tr>\n
387<\/td>\nC4.3.2 Provision for Partitions
C4.3.3 Partial Loading
C4.4 Concentrated Live Loads
C4.5 Loads on Handrail, Guardrail, Grab Bar, and Vehicle Barrier Systems, and Fixed Ladders
C4.5.1 Loads on Handrail and Guardrail Systems
C4.5.2 Loads on Grab Bar Systems <\/td>\n<\/tr>\n
388<\/td>\nC4.5.3 Loads on Vehicle Barrier Systems
C4.5.4 Loads on Fixed Ladders
C4.6 Impact Loads
C4.7 Reduction In Live Loads
C4.7.1 General
C4.7.3 Heavy Live Loads
C4.7.4 Passenger Vehicle Garages
C4.7.6 Limitations on One-Way Slabs <\/td>\n<\/tr>\n
389<\/td>\nC4.8 Reduction in Roof Live Loads
C4.8.2 Flat, Pitched, and Curved Roofs
C4.8.3 Special Purpose Roofs
C4.9 Crane Loads
References <\/td>\n<\/tr>\n
392<\/td>\nC5 Flood Loads
C5.1 General
C5.2 Definitions <\/td>\n<\/tr>\n
393<\/td>\nC5.3 Design Requirements
C5.3.1 Design Loads
C5.3.2 Erosion and Scour
C5.3.3 Loads on Breakaway Walls
C5.4.1 Load Basis
C5.4.2 Hydrostatic Loads
C5.4.3 Hydrodynamic Loads <\/td>\n<\/tr>\n
394<\/td>\nC5.4.4 Wave Loads
C5.4.5 Impact Loads <\/td>\n<\/tr>\n
397<\/td>\nReferences <\/td>\n<\/tr>\n
400<\/td>\nC7 Snow Loads
C7.0 Snow Loads
C7.2 Ground Snow Loads, p[sub(g)] <\/td>\n<\/tr>\n
401<\/td>\nC7.3 Flat-Roof Snow Loads, p[sub(f)] <\/td>\n<\/tr>\n
402<\/td>\nC7.3.1 Exposure Factor, C[sub(e)]
C7.3.2 Thermal Factor, C[sub(t)] <\/td>\n<\/tr>\n
403<\/td>\nC7.3.3 Importance Factor, I[sub(s)]
C7.3.4 Minimum Snow Load for Low-Slope Roofs, p[sub(m)]
C7.4 Sloped Roof Snow Loads, p[sub(s)] <\/td>\n<\/tr>\n
404<\/td>\nC7.4.3 Roof Slope Factor for Curved Roofs
C7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.4.5 Ice Dams and Icicles Along Eaves
C7.5 Partial Loading
C7.6 Unbalanced Roof Snow Loads
C7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs <\/td>\n<\/tr>\n
405<\/td>\nC7.6.2 Unbalanced Snow Loads for Curved Roofs
C7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.6.4 Unbalanced Snow Loads for Dome Roofs
C7.7 Drifts on Lower Roofs (Aerodynamic Shade) <\/td>\n<\/tr>\n
406<\/td>\nC7.7.2 Adjacent Structures
C7.8 Roof Projections and Parapets
C7.9 Sliding Snow
C7.10 Rain-on-Snow Surcharge Load
C7.11 Ponding Instability <\/td>\n<\/tr>\n
407<\/td>\nC7.12 Existing Roofs
C7.13 Other Roofs and Sites <\/td>\n<\/tr>\n
408<\/td>\nReferences <\/td>\n<\/tr>\n
418<\/td>\nC8 Rain Loads
C8.1 Symbols
C8.2 Roof Drainage
C8.3 Design Rain Loads
C8.4 Ponding Instability
C8.5 Controlled Drainage <\/td>\n<\/tr>\n
419<\/td>\nReferences <\/td>\n<\/tr>\n
424<\/td>\nC10 Ice Loads\u2014Atmospheric Icing
C10.1 General
C10.1.1 Site-Specific Studies <\/td>\n<\/tr>\n
425<\/td>\nC10.1.2 Dynamic Loads
C10.1.3 Exclusions
C10.2 Definitions <\/td>\n<\/tr>\n
426<\/td>\nC10.4 Ice Loads Due to Freezing Rain
C10.4.1 Ice Weight
C10.4.2 Nominal Ice Thickness <\/td>\n<\/tr>\n
428<\/td>\nC10.4.4 Importance Factors
C10.4.6 Design Ice Thickness for Freezing Rain
C10.5 Wind on Ice-Covered Structures
C10.5.5 Wind on Ice-Covered Guys and Cables <\/td>\n<\/tr>\n
429<\/td>\nC10.6 Design Temperatures for Freezing Rain
C10.7 Partial Loading
References <\/td>\n<\/tr>\n
432<\/td>\nC11 Seismic Design Criteria
C11.1 General <\/td>\n<\/tr>\n
433<\/td>\nC11.1.1 Purpose
C11.1.2 Scope
C11.1.3 Applicability
C11.1.4 Alternate materials and Methods of Construetion
C11.2 Definitions <\/td>\n<\/tr>\n
436<\/td>\nC11.4 Seismic Ground Motion Values <\/td>\n<\/tr>\n
438<\/td>\nC11.4.1 Mapped Acceleration Parameters
C11.4.3 Site Coefficients and Risk-Targeted Maximum Considered Earthquake (MCE[sub(R)]) Spectral Response Acceleration Parameters
C11.4.4 Design Spectral Acceleration Parameters
C11.4.5 Design Response Spectrum
C11.4.7 Site-Specific Ground Motion Procedures <\/td>\n<\/tr>\n
439<\/td>\nC11.5 Importance Factor and Risk Category
C11.5.1 Importance Factor I[sub(e)] <\/td>\n<\/tr>\n
440<\/td>\nC11.5.2 Protected Access for Risk Category IV
C11.6 Seismic Design Categories <\/td>\n<\/tr>\n
441<\/td>\nC11.7 Design Requirements for Seismic Design Category A
C11.8 Geologic Hazards and Geotechnical Investigation
C11.8.1 Site Limitation for Seismic Design Categories E and F
C11.8.2 Geotechnical Investigation Report Requirements for Seismic Design Categories C through F <\/td>\n<\/tr>\n
442<\/td>\nC11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F <\/td>\n<\/tr>\n
443<\/td>\nReferences
Other References <\/td>\n<\/tr>\n
444<\/td>\nC12 Seismic Design Requirements for Building Structures
C12.1 Structural Design Basis
C12.1.1 Basic Requirements <\/td>\n<\/tr>\n
447<\/td>\nC12.1.2 Member Design, Connection Design, and Deformation Limit
C12.1.3 Continuous Load Path and Interconnection
C12.1.4 Connection to Supports
C12.1.5 Foundation Design
C12.1.6 Material Design and Detailing Requirements
C12.2 Structural System Selection
C12.2.1 Selection and Limitations <\/td>\n<\/tr>\n
448<\/td>\nC12.2.2 Combinations of Framing Systems in Different Directions
C12.2.3 Combinations of Framing Systems in the Same Direction
C12.2.4 Combination Framing Detailing Requirements
C12.2.5 System Specific Requirements <\/td>\n<\/tr>\n
451<\/td>\nC12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy
C12.3.1 Diaphragm Flexibility
C12.3.2 Irregular and Regular Classification <\/td>\n<\/tr>\n
453<\/td>\nC12.3.3 Limitations and Additional Requirements for Systems with Structural Irregularities <\/td>\n<\/tr>\n
455<\/td>\nC12.3.4 Redundancy
C12.4 Seismic Load Effects and Combinations
C12.4.1 Applicability
C12.4.2 Seismic Load Effect <\/td>\n<\/tr>\n
457<\/td>\nC12.4.3 Seismic Load Effect Including Overstrength Factor
C12.4.4 Minimum Upward Force for Horizontal Cantilevers for Seismic Design Categories D through F
C12.5 Direction of Loading
C12.5.1 Direction of Loading Criteria
C12.5.2 Seismic Design Category B <\/td>\n<\/tr>\n
458<\/td>\nC12.5.3 Seismic Design Category C
C12.5.4 Seismic Design Categories D through F
C12.6 Analysis Procedure Selection <\/td>\n<\/tr>\n
459<\/td>\nC12.7 Modeling Criteria
C12.7.1 Foundation Modeling
C12.7.2 Effective Seismic Weight
C12.7.3 Structural Modeling <\/td>\n<\/tr>\n
460<\/td>\nC12.7.4 Interaction Effects
C12.8 Equivalent Lateral Force Procedure
C12.8.1 Seismic Base Shear <\/td>\n<\/tr>\n
461<\/td>\nC12.8.2 Period Determination <\/td>\n<\/tr>\n
463<\/td>\nC12.8.3 Vertical Distribution of Seismic Forces
C12.8.4 Horizontal Distribution of Forces <\/td>\n<\/tr>\n
465<\/td>\nC12.8.5 Overturning
C12.8.6 Story Drift Determination <\/td>\n<\/tr>\n
466<\/td>\nC12.8.7 P-Delta Effects <\/td>\n<\/tr>\n
469<\/td>\nC12.9 Modal Response Spectrum Analysis
C12.9.1 Number of Modes
C12.9.2 Modal Response Parameters
C12.9.3 Combined Response Parameters
C12.9.4 Scaling Design Values of Combined Response
C12.9.5 Horizontal Shear Distribution <\/td>\n<\/tr>\n
470<\/td>\nC12.9.6 P-Delta Effects
C12.9.7 Soil Structure Interaction Reduction
C12.10 Diaphragms, Chords, and Collectors
C12.10.1 Diaphragm Design <\/td>\n<\/tr>\n
471<\/td>\nC12.11 Structural Walls and Their Anchorage
C12.11.1 Design for Out-of-Plane Forces
C12.11.2 Anchorage of Structural Walls and Transfer of Design Forces into Diaphragms <\/td>\n<\/tr>\n
472<\/td>\nC12.12 Drift and Deformation <\/td>\n<\/tr>\n
473<\/td>\nC12.12.3 Structural Separation
C12.12.4 Members Spanning between Structures <\/td>\n<\/tr>\n
474<\/td>\nC12.12.5 Deformation Compatibility for Seismic Design Categories D through F
C12.13 Foundation Design
C12.13.3 Foundation Load-Deformation Characteristics
C12.13.4 Reduction of Foundation Overturning <\/td>\n<\/tr>\n
475<\/td>\nC12.13.5 Requirements for Structures Assigned to Seismic Design Category C
C12.13.6 Requirements for Structures Assigned to Seismic Design Categories D through F <\/td>\n<\/tr>\n
476<\/td>\nC12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems
C12.14.1 General
C12.14.3 Seismic Load Effects and Combinations
C12.14.7 Design and Detailing Requirements
C12.14.8 Simplified Lateral Force Analysis Procedure <\/td>\n<\/tr>\n
477<\/td>\nReferences <\/td>\n<\/tr>\n
478<\/td>\nOther References (Not Cited) <\/td>\n<\/tr>\n
480<\/td>\nC13 Seismic Design Requirements for Nonstructural Components
C13.1 General
C13.1.1 Scope <\/td>\n<\/tr>\n
481<\/td>\nC13.1.2 Seismic Design Category
C13.1.3 Component Importance Factor <\/td>\n<\/tr>\n
482<\/td>\nC13.1.4 Exemptions <\/td>\n<\/tr>\n
483<\/td>\nC13.1.5 Application of Nonstructural Component Requirements to Nonbuilding Structures
C13.1.6 Reference Documents
C13.1.7 Reference Documents Using Allowable Stress Design
C13.2 General Design Requirements
C13.2.1 Applicable Requirements for Architectural, Mech anical, and Electrical Components, Supports, and Attachments <\/td>\n<\/tr>\n
484<\/td>\nC13.2.2 Special Certification Requirements for Designated Seismic Systems
C13.2.3 Consequential Damage
C13.2.4 Flexibility <\/td>\n<\/tr>\n
485<\/td>\nC13.2.5 Testing Alternative for Seismic Capacity Determination <\/td>\n<\/tr>\n
486<\/td>\nC13.2.6 Experience Data Alternative for Seismic Capacity Determination
C13.2.7 Construction Documents
C13.3 Seismic Demands on Nonstructural Components
C13.3.1 Seismic Design Force <\/td>\n<\/tr>\n
488<\/td>\nC13.3.2 Seismic Relative Displacements
C13.4 Nonstructural Component Anchorage <\/td>\n<\/tr>\n
489<\/td>\nC13.4.1 Design Force in the Attachment
C13.4.2 Anchors in Concrete or Masonry <\/td>\n<\/tr>\n
490<\/td>\nC13.4.3 Installation Conditions
C13.4.4 Multiple Attachments
C13.4.5 Power Actuated Fasteners
C13.4.6 Friction Clips <\/td>\n<\/tr>\n
491<\/td>\nC13.5 Architectural Components
C13.5.1 General
C13.5.2 Forces and Displacements
C13.5.3 Exterior Nonstructural Wall Elements and Connections <\/td>\n<\/tr>\n
492<\/td>\nC13.5.5 Out-of-Plane Bending
C13.5.6 Suspended Ceilings <\/td>\n<\/tr>\n
495<\/td>\nC13.5.7 Access Floors
C13.5.8 Partitions
C13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
C13.6 Mechanical and Electrical Components <\/td>\n<\/tr>\n
496<\/td>\nC13.6.1 General
C13.6.2 Component Period <\/td>\n<\/tr>\n
497<\/td>\nC13.6.3 Mechanical Components and C13.6.4 Electrical Components
C13.6.5 Component Supports <\/td>\n<\/tr>\n
498<\/td>\nC13.6.6 Utility and Service Lines
C13.6.7 Ductwork
C13.6.8 Piping Systems <\/td>\n<\/tr>\n
500<\/td>\nC13.6.9 Boilers and Pressure Vessels
C13.6.10 Elevator and Escalator Design Requirements
C13.6.11 Other Mechanical and Electrical Components
References <\/td>\n<\/tr>\n
501<\/td>\nOther References (Not Cited) <\/td>\n<\/tr>\n
502<\/td>\nC14 Material-Specific Seismic Design and Detailing Requirements
C14.0 Scope
C14.1 Steel
C14.1.1 Reference Documents
C14.1.2 Structural Steel
C14.1.3 Cold-Formed Steel <\/td>\n<\/tr>\n
503<\/td>\nC14.1.4 Cold-Formed Steel Light-Frame Construction
C14.1.5 Steel Deck Diaphragms
C14.1.6 Steel Cables
C14.1.7 Additional Detailing Requirements for Steel Piles in Seismic Design Categories D through F
C14.2 Concrete <\/td>\n<\/tr>\n
504<\/td>\nC14.2.3 Additional Detailing Requirements for Concrete Piles
C14.3 Composite Steel And Concrete Structures <\/td>\n<\/tr>\n
505<\/td>\nC14.3.1 Reference Documents
C14.3.4 Metal-Cased Concrete Piles
C14.4 Masonry
C14.5 Wood
C14.5.1 Reference Documents
References <\/td>\n<\/tr>\n
508<\/td>\nC15 Seismic Design Requirements for Nonbuilding Structures
C15.1 General
C15.1.1 Nonbuilding Structures
C15.1.2 Design
C15.1.3 Structural Analysis Procedure Selection <\/td>\n<\/tr>\n
510<\/td>\nC15.2 Reference Documents
C15.3 Nonbuilding Structures Supported by Other Structures
C15.3.1 Less than 25% Combined Weight Condition <\/td>\n<\/tr>\n
511<\/td>\nC15.3.2 Greater Than or Equal to 25% Combined Weight Condition
C15.4 Structural Design Requirements <\/td>\n<\/tr>\n
512<\/td>\nC15.4.1 Design Basis
C15.4.2 Rigid Nonbuilding Structures
C15.4.3 Loads
C15.4.4 Fundamental Period
C15.4.8 Site-Specific Response Spectra
C15.4.9 Anchors in Concrete or Masonry
C15.5 Nonbuilding Structures Similar to Buildings
C15.5.1 General <\/td>\n<\/tr>\n
513<\/td>\nC15.5.2 Pipe Racks
C15.5.3 Steel Storage Racks
C15.5.4 Electrical Power Generating Facilities
C15.5.5 Structural Towers for Tanks and Vessels
C15.5.6 Piers and Wharves <\/td>\n<\/tr>\n
514<\/td>\nC15.6 General Requirements for Nonbuilding Structures Not Similar to Buildings
C15.6.1 Earth-Retaining Structures
C15.6.2 Stacks and Chimneys
C15.6.4 Special Hydraulic Structures
C15.6.5 Secondary Containment Systems <\/td>\n<\/tr>\n
515<\/td>\nC15.6.6 Telecommunication Towers
C15.7 Tanks and Vessels
C15.7.1 General
C15.7.2 Design Basis <\/td>\n<\/tr>\n
516<\/td>\nC15.7.3 Strength and Ductility
C15.7.4 Flexibility of Piping Attachments
C15.7.5 Anchorage <\/td>\n<\/tr>\n
517<\/td>\nC15.7.6 Ground-Supported Storage Tanks for Liquids <\/td>\n<\/tr>\n
518<\/td>\nC15.7.7 Water Storage and Water Treatment Tanks and Vessels
C15.7.8 Petrochemical and Industrial Tanks and Vessels Storing Liquids <\/td>\n<\/tr>\n
519<\/td>\nC15.7.9 Ground-Supported Storage Tanks for Granular Materials
C15.7.10 Elevated Tanks and Vessels for Liquids and Granular Materials <\/td>\n<\/tr>\n
521<\/td>\nC15.7.11 Boilers and Pressure Vessels
C15.7.12 Liquid and Gas Spheres
C15.7.13 Refrigerated Gas Liquid Storage Tanks and Vessels <\/td>\n<\/tr>\n
524<\/td>\nC15.7.14 Horizontal, Saddle-Supported Vessels for Liquid or Vapor Storage
References <\/td>\n<\/tr>\n
526<\/td>\nC16 Seismic Response History Procedures
C16.1 Linear Response History Procedure
C16.1.1 Analysis Requirements
C16.1.2 Modeling <\/td>\n<\/tr>\n
527<\/td>\nC16.1.3 Ground Motion <\/td>\n<\/tr>\n
528<\/td>\nC16.1.4 Response Parameters
C16.2 Nonlinear Response History Procedure
C16.2.1 Analysis Requirements <\/td>\n<\/tr>\n
529<\/td>\nC16.2.2 Modeling
C16.2.3 Ground Motion and Other Loading
C16.2.4 Response Parameters <\/td>\n<\/tr>\n
530<\/td>\nC16.2.5 Design Review
References
Other References (Not Cited) <\/td>\n<\/tr>\n
532<\/td>\nC17 Seismic Design Requirements for Seismically Isolated Structures
C17.1 General
C17.1.1 Variations in Material Properties
C17.2 General Design Requirements <\/td>\n<\/tr>\n
533<\/td>\nC17.2.4 Isolation System <\/td>\n<\/tr>\n
534<\/td>\nC17.2.5 Structural System
C17.2.6 Elements of Structures and Nonstructural Components
C17.3 Ground Motion for Isolated Systems
C17.3.1 Design Spectra
C17.3.2 Ground Motion Histories
C17.4 Analysis Procedure Selection <\/td>\n<\/tr>\n
535<\/td>\nC17.5 Equivalent Lateral Force Procedure
C17.5.3 Minimum Lateral Displacements <\/td>\n<\/tr>\n
536<\/td>\nC17.5.4 Minimum Lateral Forces
C17.5.5 Vertical Distribution of Force
C17.5.6 Drift Limits <\/td>\n<\/tr>\n
537<\/td>\nC17.6 Dynamic Analysis Procedures
C17.7 Design Review
C17.8 Testing <\/td>\n<\/tr>\n
538<\/td>\nC17.8.5 Design Properties of the Isolation System
References <\/td>\n<\/tr>\n
540<\/td>\nC18 Seismic Design Requirements for Structures with Damping Systems
C18.1 General
C18.2 General Design Requirements
C18.2.2 System Requirements
C18.2.4 Procedure Selection <\/td>\n<\/tr>\n
541<\/td>\nC18.3 Nonlinear Procedures
C18.4 Response-Spectrum Procedure and C18.5 Equivalent Lateral Force Procedure
Effective Damping <\/td>\n<\/tr>\n
542<\/td>\nLinear Analysis Methods <\/td>\n<\/tr>\n
543<\/td>\nC18.6 Damped Response Modification
C18.6.1 Damping Coefficient <\/td>\n<\/tr>\n
544<\/td>\nC18.6.2 Effective Damping
C18.7 Seismic Load Conditions and Acceptance Criteria
References
Other References (Not Cited) <\/td>\n<\/tr>\n
546<\/td>\nC19 Soil\u2013Structure Interaction for Seismic Design
C19.1 General <\/td>\n<\/tr>\n
547<\/td>\nC19.2 Equivalent Lateral Force Procedure
C19.2.1 Base Shear <\/td>\n<\/tr>\n
549<\/td>\nC19.2.2 Vertical Distribution of Seismic Forces
C19.2.3 Other Effects
C19.3 Modal Analysis Procedure
References <\/td>\n<\/tr>\n
550<\/td>\nC20 Site Classification Procedure for Seismic Design
C20.1 Site Classification
C20.3 Site Class Definitions
C20.3.1 Site Class F
Sections C20.3.2 through C20.3.5
C20.4 Definition of Site Class Parameters <\/td>\n<\/tr>\n
552<\/td>\nC21 Site-Specific Ground Motion Procedures for Seismic Design
C21.0 General
C21.1 Site Response Analysis
C21.1.1 Base Ground Motions
C21.1.2 Site Condition Modeling <\/td>\n<\/tr>\n
553<\/td>\nC21.1.3 Site Response Analysis and Computed Results
C21.2 Risk-Targeted Maximum Considered Earthquake (MCE[sub(R)]) Ground Motion Hazard Analysis
C21.2.1 Probabilistic (MCE[sub(R)]) Ground Motions <\/td>\n<\/tr>\n
554<\/td>\nC21.2.2 Deterministic (MCE[sub(R)]) Ground Motions
C21.2.3 Site-Specific MCE[sub(R)]
C21.3 Design Response Spectrum
C21.4 Design Acceleration Parameters
C21.5 Maximum Considered Earthquake Geometric Mean (MCE[sub(R)]) Peak Ground Acceleration
References <\/td>\n<\/tr>\n
555<\/td>\nOther Refernces (Not Cited) <\/td>\n<\/tr>\n
556<\/td>\nC22 Seismic Ground Motion, Long-Period Transition and Risk Coefficient Maps
Risk-Adjusted Maximum Considered Earthquake (MCE[sub(R)]) Ground Motions Maps <\/td>\n<\/tr>\n
557<\/td>\nMaximum Considered Earthquake Geometric Mean (MCE[sub(R)]) PGA Maps
Long-Period Transition Maps
Risk Coefficient Maps
Ground Motion Software Tool <\/td>\n<\/tr>\n
558<\/td>\nReferences <\/td>\n<\/tr>\n
560<\/td>\nC26 Wind Loads\u2014General Requirements
C26.1 General
C26.1.1 Scope
C26.1.2 Permitted Procedures <\/td>\n<\/tr>\n
561<\/td>\nC26.2 Definitions <\/td>\n<\/tr>\n
562<\/td>\nC26.3 Symbols
C26.4.3 Wind Pressures Acting on Opposite Faces of Each Building Surface
C26.5.1 Basic Wind Speed <\/td>\n<\/tr>\n
565<\/td>\nC26.5.2 Special Wind Regions
C26.5.3 Estimation of Basic Wind Speeds from Regional Climatic Data
C26.5.4 Limitation <\/td>\n<\/tr>\n
566<\/td>\nC26.6 Wind Directionality
C26.7 Exposure <\/td>\n<\/tr>\n
568<\/td>\nC26.7.4 Exposure Requirements
C26.8 Topographic Effects <\/td>\n<\/tr>\n
570<\/td>\nC26.9 Gust Effects <\/td>\n<\/tr>\n
574<\/td>\nC26.10 Enclosure Classification <\/td>\n<\/tr>\n
575<\/td>\nC26.11 Internal Pressure Coefficient
References <\/td>\n<\/tr>\n
577<\/td>\nAdditional References of Interest <\/td>\n<\/tr>\n
594<\/td>\nC27 Wind Loads on Buildings\u2014MWFRS Directional Procedure
Part 1: Enclosed, Partially Enclosed, and Open Buildings of All Heights
C27.3.1 Velocity Pressure Exposure Coefficient <\/td>\n<\/tr>\n
596<\/td>\nC27.3.2 Velocity Pressure
C27.4 Wind Loads\u2014Main Wind Force-Resisting System
C27.4.1 Enclosed and Partially Enclosed Rigid Buildings <\/td>\n<\/tr>\n
598<\/td>\nC27.4.3 Open Buildings with Monoslope, Pitched, or Troughed Free Roofs <\/td>\n<\/tr>\n
599<\/td>\nC27.4.6 Design Wind Load Cases
C27.4.7 Minimum Design Wind Loads
Part 2: Enclosed Simple Diaphragm Building with h \u2264 160 ft (48.4 m)
C27.6.1 Wall and Roof Surfaces\u2014Class 1 and 2 Buildings <\/td>\n<\/tr>\n
600<\/td>\nC27.6.2 Parapets
C27.6.3 Roof Overhangs
References <\/td>\n<\/tr>\n
602<\/td>\nC28 Wind Loads on Buildings\u2014MWFRS (Envelope Procedure)
Part 1: Enclosed and Partially Enclosed Low-Rise Buildings
C28.3.1 Velocity Pressure Exposure Coefficient
C28.3.2 Velocity Pressure <\/td>\n<\/tr>\n
604<\/td>\nC28.4.4 Minimum Design Wind Loading
Part 2: Enclosed Simple Diaphragm Low-Rise Buildings <\/td>\n<\/tr>\n
605<\/td>\nReferences <\/td>\n<\/tr>\n
606<\/td>\nC29 Wind Loads on Other Structures and Building Appurtenances\u2014MWFRS
C29.3.1 Velocity Pressure Exposure Coefficient
C29.3.2 Velocity Pressure
C29.4.2 Solid Attached Signs <\/td>\n<\/tr>\n
607<\/td>\nC29.5.1 Rooftop Structures and Equipment for Buildings with h \u2264 60 ft
C29.6 Parapets <\/td>\n<\/tr>\n
608<\/td>\nC29.8 Minimum Design Wind Loading
References <\/td>\n<\/tr>\n
610<\/td>\nC30 Wind Loads\u2014Components and Cladding (C&C)
C30.1.5 Air-Permeable Cladding <\/td>\n<\/tr>\n
611<\/td>\nC30.3.1 Velocity Pressure Exposure Coefficient
C30.3.2 Velocity Pressure <\/td>\n<\/tr>\n
612<\/td>\nPart 1: Low-Rise Buildings
Part 3: Buildings With h > 60 ft (18.3 m)
Part 4: Buildings With h \u2264 60 ft (Simplified)
Part 5: Open Buildings
References <\/td>\n<\/tr>\n
614<\/td>\nC31 Wind Tunnel Procedure <\/td>\n<\/tr>\n
615<\/td>\nC31.4.1 Mean Recurrence Intervals of Load Effects
C31.4.2 Limitations
References <\/td>\n<\/tr>\n
618<\/td>\nCommentary Appendix C: Serviceability Considerations
CC.1 Serviceability Considerations
CC.1.1 Vertical Deflections <\/td>\n<\/tr>\n
619<\/td>\nCC.1.2 Drift of Walls and Frames
CC.1.3 Vibrations <\/td>\n<\/tr>\n
620<\/td>\nCC.2 Design for Long-Term Deflection
CC.3 Camber
CC.4 Expansion and Contraction
CC.5 Durability
References <\/td>\n<\/tr>\n
630<\/td>\nCommentary Chapter: Appendix D: Buildings Exempted from Torsional Wind Load Cases <\/td>\n<\/tr>\n
632<\/td>\nINDEX
A
B <\/td>\n<\/tr>\n
633<\/td>\nC
D <\/td>\n<\/tr>\n
634<\/td>\nE
F <\/td>\n<\/tr>\n
635<\/td>\nG
H
I <\/td>\n<\/tr>\n
636<\/td>\nJ
L
M <\/td>\n<\/tr>\n
637<\/td>\nN
O
P <\/td>\n<\/tr>\n
638<\/td>\nQ
R
S <\/td>\n<\/tr>\n
640<\/td>\nT <\/td>\n<\/tr>\n
641<\/td>\nU
V
W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE\/SEI 7 Minimum Design Loads for Buildings and Other Structures, Third Printing<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2010<\/td>\n656<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25897,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25896","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-asce","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\/25896","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\/25897"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25896"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25896"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25896"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}