{"id":25928,"date":"2024-10-17T00:34:15","date_gmt":"2024-10-17T00:34:15","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-7-05-2005\/"},"modified":"2024-10-24T13:43:04","modified_gmt":"2024-10-24T13:43:04","slug":"asce-7-05-2005","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-7-05-2005\/","title":{"rendered":"ASCE 7 05 2005"},"content":{"rendered":"

The new ASCE Standard 7-05 Standard (including Supplement No.1) provides requirements for general structural design and includes means for determining dead, live, soil, flood, wind, snow, rain, atmospheric ice, and earthquake loads, and their combinations that are suitable for inclusion in building codes and other documents. A detailed commentary containing explanatory and supplementary information to assist users of ASCE 7-05 is included. This ASCE 7-05 edition is a complete revision of ASCE 7-02. The new Standard includes revised and significantly reorganized provisions for seismic design of structures, as well as revisions in the provisions for determining live, flood, wind, snow, and atmospheric ice loads. The inclusion of Supplement No. 1 into ASCE 7-05 ensures that there is full and complete coordination between the 2006 International Building Code and ASCE 7-05. The updates which comprised Supplement No. 1 are seamlessly integrated into the 7-05 volume, and are not available anywhere else. ASCE 7-05 is an integral part of the building codes of the United States. The earthquake load provisions in ASCE 7-05 are substantially adopted by reference in the 2006 International Building Code and the 2006 NFPA 5000 Building Construction and Safety Code. Numerous other provisions of all other ASCE 7-05 sections are also adopted by reference by both model building codes including the provisions for calculating wind loads and snow loads. Structural engineers, architects, and those engaged in preparing and administering local building codes will find the structural load requirements essential to their practice.<\/span><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
2<\/td>\nIntroductory Material
Introductory Material <\/td>\n<\/tr>\n
9<\/td>\nContents
Contents <\/td>\n<\/tr>\n
30<\/td>\n1 General
1 General
1.1 Scope
1.1 Scope
1.2 Definitions
1.2 Definitions
1.3 Basic Requirements
1.3 Basic Requirements
1.3.1 Strength.
1.3.1 Strength.
1.3.2 Serviceability.
1.3.2 Serviceability. <\/td>\n<\/tr>\n
31<\/td>\n1.3.3 Self-Straining Forces.
1.3.3 Self-Straining Forces.
1.3.4 Analysis.
1.3.4 Analysis.
1.3.5 Counteracting Structural Actions
1.3.5 Counteracting Structural Actions
1.4 General Structural Integrity
1.4 General Structural Integrity
1.5 Classification of Buildings and Other Structures
1.5 Classification of Buildings and Other Structures
1.5.1 Nature of Occupancy
1.5.1 Nature of Occupancy
1.5.2 Toxic, Highly Toxic, and Explosive Substances
1.5.2 Toxic, Highly Toxic, and Explosive Substances
1.6 Additions and Alterations to Existing Structures
1.6 Additions and Alterations to Existing Structures <\/td>\n<\/tr>\n
32<\/td>\n1.7 Load Tests
1.7 Load Tests
1.8 Consensus Standards and Other Referenced Documents
1.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
34<\/td>\n2 Combinations of Loads
2 Combinations of Loads
2.1 General
2.1 General
2.2 Symbols and Notation
2.2 Symbols and Notation
2.3 Combining Factored Loads Using Strength Design
2.3 Combining Factored Loads Using Strength Design
2.3.1 Applicability
2.3.1 Applicability
2.3.2 Basic Combinations
2.3.2 Basic Combinations
2.3.3 Load Combinations Including Flood Load
2.3.3 Load Combinations Including Flood Load
2.3.4 Load Combinations Including Atmospheric Ice Loads
2.3.4 Load Combinations Including Atmospheric Ice Loads
2.4 Combining Nominal Loads Using Allowable Stress Design
2.4 Combining Nominal Loads Using Allowable Stress Design
2.4.1 Basic Combinations
2.4.1 Basic Combinations <\/td>\n<\/tr>\n
35<\/td>\n2.4.2 Load Combinations Including Flood Load
2.4.2 Load Combinations Including Flood Load
2.4.3 Load Combinations Including Atmospheric Ice Loads
2.4.3 Load Combinations Including Atmospheric Ice Loads
2.5 Load Combinations for Extraordinary Events
2.5 Load Combinations for Extraordinary Events <\/td>\n<\/tr>\n
36<\/td>\n3 Dead Loads, Soil Loads, and Hydrostatic Pressure
3 Dead Loads, Soil Loads, and Hydrostatic Pressure
3.1 Dead Loads
3.1 Dead Loads
3.1.1 Definition
3.1.1 Definition
3.1.2 Weights of Materials and Constructions
3.1.2 Weights of Materials and Constructions
3.1.3 Weight of Fixed Service Equipment
3.1.3 Weight of Fixed Service Equipment
3.2 Soil Loads and Hydrostatic Pressure
3.2 Soil Loads and Hydrostatic Pressure
3.2.1 Lateral Pressures
3.2.1 Lateral Pressures
3.2.2 Uplift on Floors and Foundations
3.2.2 Uplift on Floors and Foundations <\/td>\n<\/tr>\n
38<\/td>\n4 Live Loads
4 Live Loads
4.1 Definitions
4.1 Definitions
4.2 Uniformly Distributed Loads
4.2 Uniformly Distributed Loads
4.2.1 Required Live Loads
4.2.1 Required Live Loads
4.2.2 Provision for Partitions
4.2.2 Provision for Partitions
4.3 Concentrated Loads
4.3 Concentrated Loads
4.4 Loads on Handrails, Guardrail Systems, Grab Bar Systems, Vehicle Barrier Systems, and Fixed Ladders
4.4 Loads on Handrails, Guardrail Systems, Grab Bar Systems, Vehicle Barrier Systems, and Fixed Ladders
4.4.1 Loads on Handrails and Guardrail Systems
4.4.1 Loads on Handrails and Guardrail Systems
4.4.2 Loads on Grab Bar Systems
4.4.2 Loads on Grab Bar Systems
4.4.3 Loads on Vehicle Barrier Systems
4.4.3 Loads on Vehicle Barrier Systems
4.4.4 Loads on Fixed Ladders
4.4.4 Loads on Fixed Ladders <\/td>\n<\/tr>\n
39<\/td>\n4.5 Loads Not Specified
4.5 Loads Not Specified
4.6 Partial Loading
4.6 Partial Loading
4.7 Impact Loads
4.7 Impact Loads
4.7.1 Elevators
4.7.1 Elevators
4.7.2 Machinery
4.7.2 Machinery
4.8 Reduction in Live Loads
4.8 Reduction in Live Loads
4.8.1 General
4.8.1 General
4.8.2 Heavy Live Loads
4.8.2 Heavy Live Loads
4.8.3 Passenger Car Garages
4.8.3 Passenger Car Garages
4.8.4 Special Occupancies
4.8.4 Special Occupancies
4.8.5 Limitations on One-Way Slabs
4.8.5 Limitations on One-Way Slabs
4.9 Reduction in Roof Live Loads
4.9 Reduction in Roof Live Loads
4.9.1 Flat, Pitched, and Curved Roofs
4.9.1 Flat, Pitched, and Curved Roofs <\/td>\n<\/tr>\n
40<\/td>\n4.9.2 Special Purpose Roofs
4.9.2 Special Purpose Roofs
4.10 Crane Loads
4.10 Crane Loads
4.10.1 Maximum Wheel Load
4.10.1 Maximum Wheel Load
4.10.2 Vertical Impact Force
4.10.2 Vertical Impact Force
4.10.3 Lateral Force
4.10.3 Lateral Force
4.10.4 Longitudinal Force
4.10.4 Longitudinal Force
4.11 Consensus Standards and Other Referenced Documents
4.11 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
44<\/td>\n5 Flood Loads
5 Flood Loads
5.1 General
5.1 General
5.2 Definitions
5.2 Definitions
5.3 Design Requirements
5.3 Design Requirements
5.3.1 Design Loads
5.3.1 Design Loads
5.3.2 Erosion and Scour
5.3.2 Erosion and Scour
5.3.3 Loads on Breakaway Walls
5.3.3 Loads on Breakaway Walls
5.4 Loads During Flooding
5.4 Loads During Flooding
5.4.1 Load Basis.
5.4.1 Load Basis.
5.4.2 Hydrostatic Loads
5.4.2 Hydrostatic Loads <\/td>\n<\/tr>\n
45<\/td>\n5.4.3 Hydrodynamic Loads
5.4.3 Hydrodynamic Loads
5.4.4 Wave Loads
5.4.4 Wave Loads <\/td>\n<\/tr>\n
46<\/td>\n5.4.5 Impact Loads
5.4.5 Impact Loads
5.5 Consensus Standards and Other Referenced Documents
5.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
50<\/td>\n6 Wind Loads
6 Wind Loads
6.1 General
6.1 General
6.1.1 Scope
6.1.1 Scope
6.1.2 Allowed Procedures
6.1.2 Allowed Procedures
6.1.3 Wind Pressures Acting on Opposite Faces of Each Building Surface
6.1.3 Wind Pressures Acting on Opposite Faces of Each Building Surface
6.1.4 Minimum Design Wind Loading
6.1.4 Minimum Design Wind Loading
6.2 Definitions
6.2 Definitions <\/td>\n<\/tr>\n
51<\/td>\n6.3 Symbols and Notation
6.3 Symbols and Notation <\/td>\n<\/tr>\n
52<\/td>\n6.4 Method 1\u2014Simplified Procedure
6.4 Method 1\u2014Simplified Procedure
6.4.1 Scope
6.4.1 Scope <\/td>\n<\/tr>\n
53<\/td>\n6.4.2 Design Procedure
6.4.2 Design Procedure
6.4.3 Air Permeable Cladding
6.4.3 Air Permeable Cladding
6.5 Method 2\u2014Analytical Procedure
6.5 Method 2\u2014Analytical Procedure
6.5.1 Scope
6.5.1 Scope
6.5.2 Limitations
6.5.2 Limitations <\/td>\n<\/tr>\n
54<\/td>\n6.5.3 Design Procedure
6.5.3 Design Procedure
6.5.4 Basic Wind Speed
6.5.4 Basic Wind Speed
6.5.5 Importance Factor
6.5.5 Importance Factor
6.5.6 Exposure
6.5.6 Exposure <\/td>\n<\/tr>\n
55<\/td>\n6.5.7 Topographic Effects
6.5.7 Topographic Effects
6.5.8 Gust Effect Factor
6.5.8 Gust Effect Factor <\/td>\n<\/tr>\n
56<\/td>\n6.5.9 Enclosure Classifications
6.5.9 Enclosure Classifications
6.5.10 Velocity Pressure
6.5.10 Velocity Pressure
6.5.11 Pressure and Force Coefficients
6.5.11 Pressure and Force Coefficients <\/td>\n<\/tr>\n
57<\/td>\n6.5.12 Design Wind Loads on Enclosed and Partially Enclosed Buildings
6.5.12 Design Wind Loads on Enclosed and Partially Enclosed Buildings <\/td>\n<\/tr>\n
58<\/td>\n6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or Troughed Roofs
6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or Troughed Roofs
6.5.14 Design Wind Loads on Solid Freestanding Walls and Solid Signs
6.5.14 Design Wind Loads on Solid Freestanding Walls and Solid Signs
6.5.15 Design Wind Loads on Other Structures
6.5.15 Design Wind Loads on Other Structures <\/td>\n<\/tr>\n
59<\/td>\n6.6 Method 3\u2014Wind Tunnel Procedure
6.6 Method 3\u2014Wind Tunnel Procedure
6.6.1 Scope
6.6.1 Scope
6.6.2 Test Conditions
6.6.2 Test Conditions
6.6.3 Dynamic Response
6.6.3 Dynamic Response
6.6.4 Limitations
6.6.4 Limitations
6.6.5 Wind-Borne Debris
6.6.5 Wind-Borne Debris
6.7 Consensus Standards and Other Referenced Documents
6.7 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
110<\/td>\n7 Snow Loads
7 Snow Loads
7.1 Symbols and Notation
7.1 Symbols and Notation
7.2 Ground Snow Loads, pg
7.2 Ground Snow Loads, pg
7.3 Flat Roof Snow Loads, p f
7.3 Flat Roof Snow Loads, p f
7.3.1 Exposure Factor, Ce.
7.3.1 Exposure Factor, Ce.
7.3.2 Thermal Factor, Ct .
7.3.2 Thermal Factor, Ct .
7.3.3 Importance Factor, I
7.3.3 Importance Factor, I
7.3.4 Minimum Values of p f for Low-Slope Roofs
7.3.4 Minimum Values of p f for Low-Slope Roofs
7.4 Sloped Roof Snow Loads, ps
7.4 Sloped Roof Snow Loads, ps
7.4.1 Warm Roof Slope Factor, Cs
7.4.1 Warm Roof Slope Factor, Cs <\/td>\n<\/tr>\n
111<\/td>\n7.4.2 Cold Roof Slope Factor, Cs
7.4.2 Cold Roof Slope Factor, Cs
7.4.3 Roof Slope Factor for Curved Roofs
7.4.3 Roof Slope Factor for Curved Roofs
7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
7.4.5 Ice Dams and Icicles Along Eaves
7.4.5 Ice Dams and Icicles Along Eaves
7.5 Partial Loading
7.5 Partial Loading
7.5.1 Continuous Beam Systems
7.5.1 Continuous Beam Systems
7.5.2 Other Structural Systems
7.5.2 Other Structural Systems
7.6 Unbalanced Roof Snow Loads
7.6 Unbalanced Roof Snow Loads
7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs
7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs
7.6.2 Unbalanced Snow Loads for Curved 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.
7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs.
7.6.4 Unbalanced Snow Loads for Dome Roofs
7.6.4 Unbalanced Snow Loads for Dome Roofs
7.7 Drifts on Lower Roofs (Aerodynamic Shade)
7.7 Drifts on Lower Roofs (Aerodynamic Shade) <\/td>\n<\/tr>\n
112<\/td>\n7.7.1 Lower Roof of a Structure
7.7.1 Lower Roof of a Structure
7.7.2 Adjacent Structures and Terrain Features
7.7.2 Adjacent Structures and Terrain Features
7.8 Roof Projections
7.8 Roof Projections
7.9 Sliding Snow
7.9 Sliding Snow
7.10 Rain-on-Snow Surcharge Load
7.10 Rain-on-Snow Surcharge Load
7.11 Ponding Instability
7.11 Ponding Instability
7.12 Existing Roofs
7.12 Existing Roofs <\/td>\n<\/tr>\n
124<\/td>\n8 Rain Loads
8 Rain Loads
8.1 Symbols and Notation
8.1 Symbols and Notation
8.2 Roof Drainage
8.2 Roof Drainage
8.3 Design Rain Loads
8.3 Design Rain Loads
8.4 Ponding Instability
8.4 Ponding Instability
8.5 Controlled Drainage
8.5 Controlled Drainage <\/td>\n<\/tr>\n
126<\/td>\n9 Reserved for Future Provisions
9 Reserved for Future Provisions <\/td>\n<\/tr>\n
128<\/td>\n10 Ice Loads\u2014Atmospheric Icing
10 Ice Loads\u2014Atmospheric Icing
10.1 General
10.1 General
10.1.1 Site-Specific Studies
10.1.1 Site-Specific Studies
10.1.2 Dynamic Loads
10.1.2 Dynamic Loads
10.1.3 Exclusions
10.1.3 Exclusions
10.2 Definitions
10.2 Definitions
10.3 Symbols and Notation
10.3 Symbols and Notation <\/td>\n<\/tr>\n
129<\/td>\n10.4 Ice Loads Due to Freezing Rain
10.4 Ice Loads Due to Freezing Rain
10.4.1 Ice Weight
10.4.1 Ice Weight
10.4.2 Nominal Ice Thickness
10.4.2 Nominal Ice Thickness
10.4.3 Height Factor
10.4.3 Height Factor
10.4.4 Importance Factors
10.4.4 Importance Factors
10.4.5 Topographic Factor
10.4.5 Topographic Factor
10.4.6 Design Ice Thickness for Freezing Rain
10.4.6 Design Ice Thickness for Freezing Rain
10.5 Wind on Ice-Covered Structures
10.5 Wind on Ice-Covered Structures
10.5.1 Wind on Ice-Covered Chimneys, Tanks, and Similar 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
10.5.2 Wind on Ice-Covered Solid Freestanding Walls and Solid Signs
10.5.3 Wind on Ice-Covered Open Signs and Lattice Frameworks
10.5.3 Wind on Ice-Covered Open Signs and Lattice Frameworks
10.5.4 Wind on Ice-Covered Trussed Towers
10.5.4 Wind on Ice-Covered Trussed Towers
10.5.5 Wind on Ice-Covered Guys and Cables
10.5.5 Wind on Ice-Covered Guys and Cables
10.6 Partial Loading
10.6 Partial Loading <\/td>\n<\/tr>\n
130<\/td>\n10.7 Design Procedure
10.7 Design Procedure
10.8 Consensus Standards and other Referenced Documents
10.8 Consensus Standards and other Referenced Documents <\/td>\n<\/tr>\n
138<\/td>\n11 Seismic Design Criteria
11 Seismic Design Criteria
11.1 General
11.1 General
11.1.1 Purpose
11.1.1 Purpose
11.1.2 Scope
11.1.2 Scope
11.1.3 Applicability
11.1.3 Applicability
11.1.4 Alternate Materials and Methods of Construction
11.1.4 Alternate Materials and Methods of Construction
11.2 Definitions
11.2 Definitions <\/td>\n<\/tr>\n
141<\/td>\n11.3 Notation
11.3 Notation <\/td>\n<\/tr>\n
144<\/td>\n11.4 Seismic Ground Motion Values
11.4 Seismic Ground Motion Values
11.4.1 Mapped Acceleration Parameters
11.4.1 Mapped Acceleration Parameters
11.4.2 Site Class
11.4.2 Site Class
11.4.3 Site Coefficients and Adjusted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameters
11.4.3 Site Coefficients and Adjusted Maximum Considered Earthquake (MCE) Spectral Response Acceleration Parameters
11.4.4 Design Spectral Acceleration Parameters
11.4.4 Design Spectral Acceleration Parameters
11.4.5 Design Response Spectrum
11.4.5 Design Response Spectrum <\/td>\n<\/tr>\n
145<\/td>\n11.4.6 MCE Response Spectrum
11.4.6 MCE Response Spectrum
11.4.7 Site-Specific Ground Motion Procedures
11.4.7 Site-Specific Ground Motion Procedures
11.5 Importance Factor and Occupancy Category
11.5 Importance Factor and Occupancy Category
11.5.1 Importance Factor
11.5.1 Importance Factor
11.5.2 Protected Access for Occupancy Category IV
11.5.2 Protected Access for Occupancy Category IV
11.6 Seismic Design Category
11.6 Seismic Design Category
11.7 Design Requirements for Seismic Design Category A
11.7 Design Requirements for Seismic Design Category A
11.7.1 Applicability of Seismic Requirements for Seismic Design Category A Structures
11.7.1 Applicability of Seismic Requirements for Seismic Design Category A Structures <\/td>\n<\/tr>\n
146<\/td>\n11.7.2 Lateral Forces
11.7.2 Lateral Forces
11.7.3 Load Path Connections
11.7.3 Load Path Connections
11.7.4 Connection to Supports
11.7.4 Connection to Supports
11.7.5 Anchorage of Concrete or Masonry Walls
11.7.5 Anchorage of Concrete or Masonry Walls
11.8 Geologic Hazards and Geotechnical Investigation
11.8 Geologic Hazards and Geotechnical Investigation
11.8.1 Site Limitation for Seismic Design Categories E and F
11.8.1 Site Limitation for Seismic Design Categories E and F
11.8.2 Geotechnical Investigation Report for Seismic Design Categories C through F
11.8.2 Geotechnical Investigation Report for Seismic Design Categories C through F
11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F
11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F <\/td>\n<\/tr>\n
148<\/td>\n12 Seismic Design Requirements for Building Structures
12 Seismic Design Requirements for Building Structures
12.1 Structural Design Basis
12.1 Structural Design Basis
12.1.1 Basic Requirements
12.1.1 Basic Requirements
12.1.2 Member Design, Connection Design, and Deformation Limit
12.1.2 Member Design, Connection Design, and Deformation Limit
12.1.3 Continuous Load Path and Interconnection
12.1.3 Continuous Load Path and Interconnection
12.1.4 Connection to Supports
12.1.4 Connection to Supports
12.1.5 Foundation Design
12.1.5 Foundation Design
12.1.6 Material Design and Detailing Requirements
12.1.6 Material Design and Detailing Requirements
12.2 Structural System Selection
12.2 Structural System Selection
12.2.1 Selection and Limitations
12.2.1 Selection and Limitations
12.2.2 Combinations of Framing Systems in Different Directions
12.2.2 Combinations of Framing Systems in Different Directions
12.2.3 Combinations of Framing Systems in the Same Direction
12.2.3 Combinations of Framing Systems in the Same Direction <\/td>\n<\/tr>\n
152<\/td>\n12.2.4 Combination Framing Detailing Requirements
12.2.4 Combination Framing Detailing Requirements
12.2.5 System Specific Requirements
12.2.5 System Specific Requirements <\/td>\n<\/tr>\n
153<\/td>\n12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy
12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy
12.3.1 Diaphragm Flexibility
12.3.1 Diaphragm Flexibility
12.3.2 Irregular and Regular Classification
12.3.2 Irregular and Regular Classification
12.3.3 Limitations and Additional Requirements for Systems with Structural Irregularities
12.3.3 Limitations and Additional Requirements for Systems with Structural Irregularities <\/td>\n<\/tr>\n
154<\/td>\n12.3.4 Redundancy
12.3.4 Redundancy <\/td>\n<\/tr>\n
155<\/td>\n12.4 Seismic Load Effects and Combinations
12.4 Seismic Load Effects and Combinations
12.4.1 Applicability
12.4.1 Applicability
12.4.2 Seismic Load Effect
12.4.2 Seismic Load Effect <\/td>\n<\/tr>\n
156<\/td>\n12.4.3 Seismic Load Effect Including Overstrength Factor
12.4.3 Seismic Load Effect Including Overstrength Factor
12.4.4 Minimum Upward Force for Horizontal Cantilevers for Seismic Design Categories D through F
12.4.4 Minimum Upward Force for Horizontal Cantilevers for Seismic Design Categories D through F
12.5 Direction of Loading
12.5 Direction of Loading
12.5.1 Direction of Loading Criteria
12.5.1 Direction of Loading Criteria
12.5.2 Seismic Design Category B
12.5.2 Seismic Design Category B
12.5.3 Seismic Design Category
12.5.3 Seismic Design Category <\/td>\n<\/tr>\n
157<\/td>\n12.5.4 Seismic Design Categories D through F
12.5.4 Seismic Design Categories D through F
12.6 Analysis Procedure Selection
12.6 Analysis Procedure Selection
12.7 Modeling Criteria
12.7 Modeling Criteria
12.7.1 Foundation Modeling
12.7.1 Foundation Modeling
12.7.2 Effective Seismic Weight
12.7.2 Effective Seismic Weight
12.7.3 Structural Modeling
12.7.3 Structural Modeling <\/td>\n<\/tr>\n
158<\/td>\n12.7.4 Interaction Effects
12.7.4 Interaction Effects
12.8 Equivalent Lateral Force Procedure
12.8 Equivalent Lateral Force Procedure
12.8.1 Seismic Base Shear
12.8.1 Seismic Base Shear
12.8.2 Period Determination
12.8.2 Period Determination <\/td>\n<\/tr>\n
159<\/td>\n12.8.3 Vertical Distribution of Seismic Forces
12.8.3 Vertical Distribution of Seismic Forces
12.8.4 Horizontal Distribution of Forces
12.8.4 Horizontal Distribution of Forces
12.8.5 Overturning
12.8.5 Overturning
12.8.6 Story Drift Determination
12.8.6 Story Drift Determination <\/td>\n<\/tr>\n
160<\/td>\n12.8.7 P-Delta Effects
12.8.7 P-Delta Effects <\/td>\n<\/tr>\n
161<\/td>\n12.9 Modal Response Spectrum Analysis
12.9 Modal Response Spectrum Analysis
12.9.1 Number of Modes
12.9.1 Number of Modes
12.9.2 Modal Response Parameters
12.9.2 Modal Response Parameters
12.9.3 Combined Response Parameters
12.9.3 Combined Response Parameters
12.9.4 Scaling Design Values of Combined Response
12.9.4 Scaling Design Values of Combined Response
12.9.5 Horizontal Shear Distribution
12.9.5 Horizontal Shear Distribution
12.9.6 P-Delta Effects
12.9.6 P-Delta Effects
12.9.7 Soil Structure Interaction Reduction
12.9.7 Soil Structure Interaction Reduction
12.10 Diaphragms, Chords, and Collectors
12.10 Diaphragms, Chords, and Collectors
12.10.1 Diaphragm Design
12.10.1 Diaphragm Design <\/td>\n<\/tr>\n
162<\/td>\n12.10.2 Collector Elements
12.10.2 Collector Elements
12.11 Structural Walls and Their Anchorage
12.11 Structural Walls and Their Anchorage
12.11.1 Design for Out-of-Plane Forces
12.11.1 Design for Out-of-Plane Forces
12.11.2 Anchorage of Concrete or Masonry Structural Walls
12.11.2 Anchorage of Concrete or Masonry Structural Walls <\/td>\n<\/tr>\n
163<\/td>\n12.12 Drift and Deformation
12.12 Drift and Deformation
12.12.1 Story Drift Limit
12.12.1 Story Drift Limit
12.12.2 Diaphragm Deflection
12.12.2 Diaphragm Deflection
12.12.3 Building Separation
12.12.3 Building Separation
12.12.4 Deformation Compatibility for Seismic Design Categories D through F
12.12.4 Deformation Compatibility for Seismic Design Categories D through F
12.13 Foundation Design
12.13 Foundation Design
12.13.1 Design Basis
12.13.1 Design Basis
12.13.2 Materials of Construction
12.13.2 Materials of Construction
12.13.3 Foundation Load-Deformation Characteristics
12.13.3 Foundation Load-Deformation Characteristics
12.13.4 Reduction of Foundation Overturning
12.13.4 Reduction of Foundation Overturning <\/td>\n<\/tr>\n
164<\/td>\n12.13.5 Requirements for Structures Assigned to Seismic Design Category C
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
12.13.6 Requirements for Structures Assigned to Seismic Design Categories D through F
12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems
12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems
12.14.1 General
12.14.1 General <\/td>\n<\/tr>\n
167<\/td>\n12.14.2 Design Basis
12.14.2 Design Basis
12.14.3 Seismic Load Effects and Combinations
12.14.3 Seismic Load Effects and Combinations <\/td>\n<\/tr>\n
169<\/td>\n12.14.4 Seismic Force\u2013Resisting System
12.14.4 Seismic Force\u2013Resisting System
12.14.5 Diaphragm Flexibility
12.14.5 Diaphragm Flexibility
12.14.6 Application of Loading
12.14.6 Application of Loading
12.14.7 Design and Detailing Requirements
12.14.7 Design and Detailing Requirements <\/td>\n<\/tr>\n
170<\/td>\n12.14.8 Simplified Lateral Force Analysis Procedure
12.14.8 Simplified Lateral Force Analysis Procedure <\/td>\n<\/tr>\n
172<\/td>\n13 Seismic Design Requirements for Nonstructural Components
13 Seismic Design Requirements for Nonstructural Components
13.1 General
13.1 General
13.1.1 Scope
13.1.1 Scope
13.1.2 Seismic Design Category
13.1.2 Seismic Design Category
13.1.3 Component Importance Factor
13.1.3 Component Importance Factor
13.1.4 Exemptions
13.1.4 Exemptions
13.1.5 Applicability of Nonstructural Component Requirements
13.1.5 Applicability of Nonstructural Component Requirements
13.1.6 Reference Documents
13.1.6 Reference Documents
13.1.7 Reference Documents Using Allowable Stress Design
13.1.7 Reference Documents Using Allowable Stress Design
13.2 General Design Requirements
13.2 General Design Requirements
13.2.1 Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments
13.2.1 Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments <\/td>\n<\/tr>\n
173<\/td>\n13.2.2 Special Certification Requirements for Designated Seismic Systems
13.2.2 Special Certification Requirements for Designated Seismic Systems
13.2.3 Consequential Damage
13.2.3 Consequential Damage
13.2.4 Flexibility
13.2.4 Flexibility
13.2.5 Testing Alternative for Seismic Capacity Determination
13.2.5 Testing Alternative for Seismic Capacity Determination
13.2.6 Experience Data Alternative for Seismic Capacity Determination
13.2.6 Experience Data Alternative for Seismic Capacity Determination
13.2.7 Construction Documents
13.2.7 Construction Documents
13.3 Seismic Demands on Nonstructural Components
13.3 Seismic Demands on Nonstructural Components
13.3.1 Seismic Design Force
13.3.1 Seismic Design Force <\/td>\n<\/tr>\n
174<\/td>\n13.3.2 Seismic Relative Displacements
13.3.2 Seismic Relative Displacements
13.4 Nonstructural Component Anchorage
13.4 Nonstructural Component Anchorage
13.4.1 Design Forces
13.4.1 Design Forces
13.4.2 Anchors in Concrete or Masonry
13.4.2 Anchors in Concrete or Masonry <\/td>\n<\/tr>\n
175<\/td>\n13.4.3 Installation Conditions
13.4.3 Installation Conditions
13.4.4 Multiple Attachments
13.4.4 Multiple Attachments
13.4.5 Power Actuated Fasteners
13.4.5 Power Actuated Fasteners
13.4.6 Friction Clips
13.4.6 Friction Clips
13.5 Architectural Components
13.5 Architectural Components
13.5.1 General
13.5.1 General
13.5.2 Forces and Displacements
13.5.2 Forces and Displacements
13.5.3 Exterior Nonstructural Wall Elements and Connections
13.5.3 Exterior Nonstructural Wall Elements and Connections <\/td>\n<\/tr>\n
176<\/td>\n13.5.4 Glass
13.5.4 Glass
13.5.5 Out-of-Plane Bending
13.5.5 Out-of-Plane Bending
13.5.6 Suspended Ceilings
13.5.6 Suspended Ceilings
13.5.7 Access Floors
13.5.7 Access Floors <\/td>\n<\/tr>\n
177<\/td>\n13.5.8 Partitions
13.5.8 Partitions
13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
13.6 Mechanical and Electrical Components
13.6 Mechanical and Electrical Components
13.6.1 General
13.6.1 General
13.6.2 Component Period
13.6.2 Component Period <\/td>\n<\/tr>\n
178<\/td>\n13.6.3 Mechanical Components
13.6.3 Mechanical Components
13.6.4 Electrical Components
13.6.4 Electrical Components <\/td>\n<\/tr>\n
179<\/td>\n13.6.5 Component Supports
13.6.5 Component Supports
13.6.6 Utility and Service Lines
13.6.6 Utility and Service Lines
13.6.7 HVAC Ductwork
13.6.7 HVAC Ductwork <\/td>\n<\/tr>\n
180<\/td>\n13.6.8 Piping Systems
13.6.8 Piping Systems
13.6.9 Boilers and Pressure Vessels
13.6.9 Boilers and Pressure Vessels
13.6.10 Elevator and Escalator Design Requirements
13.6.10 Elevator and Escalator Design Requirements <\/td>\n<\/tr>\n
181<\/td>\n13.6.11 Other Mechanical and Electrical Components
13.6.11 Other Mechanical and Electrical Components <\/td>\n<\/tr>\n
182<\/td>\n14 Material-Specific Seismic Design and Detailing Requirements
14 Material-Specific Seismic Design and Detailing Requirements
14.1 Steel
14.1 Steel
14.1.1 Reference Documents
14.1.1 Reference Documents
14.1.2 Seismic Design Categories B and C
14.1.2 Seismic Design Categories B and C
14.1.3 Seismic Design Categories D through F
14.1.3 Seismic Design Categories D through F
14.1.4 Cold-Formed Steel
14.1.4 Cold-Formed Steel
14.1.5 Prescriptive Framing
14.1.5 Prescriptive Framing
14.1.7 Steel Cables
14.1.7 Steel Cables
14.1.8 Additional Detailing Requirements for Steel Piles in Seismic Design Categories D through F
14.1.8 Additional Detailing Requirements for Steel Piles in Seismic Design Categories D through F
14.2 Concrete
14.2 Concrete
14.2.1 Reference Documents
14.2.1 Reference Documents
14.2.2 Modifications to ACI 318
14.2.2 Modifications to ACI 318 <\/td>\n<\/tr>\n
185<\/td>\n14.2.3 Additional Detailing Requirements for Concrete Piles
14.2.3 Additional Detailing Requirements for Concrete Piles <\/td>\n<\/tr>\n
187<\/td>\n14.3 Composite Steel and Concrete Structures
14.3 Composite Steel and Concrete Structures
14.3.1 Reference Documents
14.3.1 Reference Documents
14.3.2 Metal-Cased Concrete Piles
14.3.2 Metal-Cased Concrete Piles
14.4 Masonry
14.4 Masonry
14.4.1 Reference Documents
14.4.1 Reference Documents
14.4.2 R factors
14.4.2 R factors
14.4.3 Classification of Shear Walls
14.4.3 Classification of Shear Walls
14.4.4 Anchorage Forces
14.4.4 Anchorage Forces
14.4.5 Modifications to Chapter 1 of ACI 530\/ASCE 5\/TMS 402
14.4.5 Modifications to Chapter 1 of ACI 530\/ASCE 5\/TMS 402
14.4.6 Modifications to Chapter 2 of ACI 530\/ASCE 5\/TMS 402
14.4.6 Modifications to Chapter 2 of ACI 530\/ASCE 5\/TMS 402 <\/td>\n<\/tr>\n
188<\/td>\n14.4.7 Modifications to Chapter 3 of ACI 530\/ASCE 5\/TMS 402
14.4.7 Modifications to Chapter 3 of ACI 530\/ASCE 5\/TMS 402 <\/td>\n<\/tr>\n
189<\/td>\n14.4.8 Modifications to Chapter 6 of ACI 530\/ASCE 5\/ TMS 402
14.4.8 Modifications to Chapter 6 of ACI 530\/ASCE 5\/ TMS 402
14.4.9 Modifications to ACI 530.1\/ASCE 6\/TMS 602
14.4.9 Modifications to ACI 530.1\/ASCE 6\/TMS 602
14.5 Wood
14.5 Wood
14.5.1 Reference Documents
14.5.1 Reference Documents
14.5.2 Framing
14.5.2 Framing
14.5.3 Modifications to AF&PA SDPWS
14.5.3 Modifications to AF&PA SDPWS <\/td>\n<\/tr>\n
190<\/td>\n15 Seismic Design Requirements for Nonbuilding Structures
15 Seismic Design Requirements for Nonbuilding Structures
15.1 General
15.1 General
15.1.1 Nonbuilding Structures
15.1.1 Nonbuilding Structures
15.1.2 Design
15.1.2 Design
15.1.3 Structural Analysis Procedure Selection
15.1.3 Structural Analysis Procedure Selection
15.2 Reference Documents
15.2 Reference Documents
15.3 Nonbuilding Structures Supported by Other Structures
15.3 Nonbuilding Structures Supported by Other Structures
15.3.1 Less Than 25 percent Combined Weight Condition
15.3.1 Less Than 25 percent Combined Weight Condition
15.3.2 Greater Than or Equal to 25 percent Combined Weight Condition
15.3.2 Greater Than or Equal to 25 percent Combined Weight Condition
15.3.3 Architectural, Mechanical, and Electrical Components
15.3.3 Architectural, Mechanical, and Electrical Components <\/td>\n<\/tr>\n
191<\/td>\n15.4 Structural Design Requirements
15.4 Structural Design Requirements
15.4.1 Design Basis
15.4.1 Design Basis <\/td>\n<\/tr>\n
193<\/td>\n15.4.2 Rigid Nonbuilding Structures
15.4.2 Rigid Nonbuilding Structures
15.4.3 Loads
15.4.3 Loads
15.4.4 Fundamental Period
15.4.4 Fundamental Period
15.4.5 Drift Limitations
15.4.5 Drift Limitations
15.4.6 Materials Requirements
15.4.6 Materials Requirements
15.4.7 Deflection Limits and Structure Separation
15.4.7 Deflection Limits and Structure Separation
15.4.8 Site-Specific Response Spectra
15.4.8 Site-Specific Response Spectra
15.5 Nonbuilding Structures Similar to Buildings
15.5 Nonbuilding Structures Similar to Buildings
15.5.1 General
15.5.1 General
15.5.2 Pipe Racks
15.5.2 Pipe Racks
15.5.3 Steel Storage Racks
15.5.3 Steel Storage Racks <\/td>\n<\/tr>\n
194<\/td>\n15.5.4 Electrical Power Generating Facilities
15.5.4 Electrical Power Generating Facilities
15.5.5 Structural Towers for Tanks and Vessels
15.5.5 Structural Towers for Tanks and Vessels
15.5.6 Piers and Wharves
15.5.6 Piers and Wharves
15.6 General Requirements for Nonbuilding Structures not Similar to Buildings
15.6 General Requirements for Nonbuilding Structures not Similar to Buildings
15.6.1 Earth-Retaining Structures
15.6.1 Earth-Retaining Structures <\/td>\n<\/tr>\n
195<\/td>\n15.6.2 Stacks and Chimneys
15.6.2 Stacks and Chimneys
15.6.3 Amusement Structures
15.6.3 Amusement Structures
15.6.4 Special Hydraulic Structures
15.6.4 Special Hydraulic Structures
15.6.5 Secondary Containment Systems
15.6.5 Secondary Containment Systems
15.6.6 Telecommunication Towers
15.6.6 Telecommunication Towers
15.7 Tanks and Vessels
15.7 Tanks and Vessels
15.7.1 General
15.7.1 General
15.7.2 Design Basis
15.7.2 Design Basis <\/td>\n<\/tr>\n
196<\/td>\n15.7.3 Strength and Ductility
15.7.3 Strength and Ductility
15.7.4 Flexibility of Piping Attachments
15.7.4 Flexibility of Piping Attachments <\/td>\n<\/tr>\n
197<\/td>\n15.7.5 Anchorage
15.7.5 Anchorage
15.7.6 Ground-Supported Storage Tanks for Liquids
15.7.6 Ground-Supported Storage Tanks for Liquids <\/td>\n<\/tr>\n
199<\/td>\n15.7.7 Water Storage and Water Treatment Tanks and Vessels
15.7.7 Water Storage and Water Treatment Tanks and Vessels
15.7.8 Petrochemical and Industrial Tanks and Vessels Storing Liquids
15.7.8 Petrochemical and Industrial Tanks and Vessels Storing Liquids
15.7.9 Ground-Supported Storage Tanks for Granular Materials
15.7.9 Ground-Supported Storage Tanks for Granular Materials <\/td>\n<\/tr>\n
200<\/td>\n15.7.10 Elevated Tanks and Vessels for Liquids and Granular Materials
15.7.10 Elevated Tanks and Vessels for Liquids and Granular Materials <\/td>\n<\/tr>\n
201<\/td>\n15.7.11 Boilers and Pressure Vessels
15.7.11 Boilers and Pressure Vessels <\/td>\n<\/tr>\n
202<\/td>\n15.7.12 Liquid and Gas Spheres
15.7.12 Liquid and Gas Spheres
15.7.13 Refrigerated Gas Liquid Storage Tanks and Vessels
15.7.13 Refrigerated Gas Liquid Storage Tanks and Vessels
15.7.14 Horizontal, Saddle Supported Vessels for Liquid or Vapor Storage
15.7.14 Horizontal, Saddle Supported Vessels for Liquid or Vapor Storage <\/td>\n<\/tr>\n
204<\/td>\n16 Seismic Response History Procedures
16 Seismic Response History Procedures
16.1 Linear Response History Procedure
16.1 Linear Response History Procedure
16.1.1 Analysis Requirements
16.1.1 Analysis Requirements
16.1.2 Modeling
16.1.2 Modeling
16.1.3 Ground Motion
16.1.3 Ground Motion
16.1.4 Response Parameters
16.1.4 Response Parameters
16.2 Nonlinear Response History Procedure
16.2 Nonlinear Response History Procedure
16.2.1 Analysis Requirements
16.2.1 Analysis Requirements
16.2.2 Modeling
16.2.2 Modeling <\/td>\n<\/tr>\n
205<\/td>\n16.2.3 Ground Motion and Other Loading
16.2.3 Ground Motion and Other Loading
16.2.4 Response Parameters
16.2.4 Response Parameters
16.2.5 Design Review
16.2.5 Design Review <\/td>\n<\/tr>\n
206<\/td>\n17 Seismic Design Requirements for Seismically Isolated Structures
17 Seismic Design Requirements for Seismically Isolated Structures
17.1 General
17.1 General
17.1.1 Variations in Material Properties
17.1.1 Variations in Material Properties
17.1.2 Definitions
17.1.2 Definitions
17.1.3 Notation
17.1.3 Notation <\/td>\n<\/tr>\n
207<\/td>\n17.2 General Design Requirements
17.2 General Design Requirements
17.2.1 Importance Factor
17.2.1 Importance Factor
17.2.2 MCE Spectral Response Acceleration Parameters, SMS and SM1
17.2.2 MCE Spectral Response Acceleration Parameters, SMS and SM1 <\/td>\n<\/tr>\n
208<\/td>\n17.2.3 Configuration
17.2.3 Configuration
17.2.4 Isolation System
17.2.4 Isolation System
17.2.5 Structural System
17.2.5 Structural System
17.2.6 Elements of Structures and Nonstructural Components
17.2.6 Elements of Structures and Nonstructural Components <\/td>\n<\/tr>\n
209<\/td>\n17.3 Ground Motion for Isolated Systems
17.3 Ground Motion for Isolated Systems
17.3.1 Design Spectra
17.3.1 Design Spectra
17.3.2 Ground Motion Histories
17.3.2 Ground Motion Histories
17.4 Analysis Procedure Selection
17.4 Analysis Procedure Selection
17.4.1 Equivalent Lateral Force Procedure
17.4.1 Equivalent Lateral Force Procedure
17.4.2 Dynamic Procedures
17.4.2 Dynamic Procedures
17.5 Equivalent Lateral Force Procedure
17.5 Equivalent Lateral Force Procedure
17.5.1 General
17.5.1 General
17.5.2 Deformation Characteristics of the Isolation System
17.5.2 Deformation Characteristics of the Isolation System
17.5.3 Minimum Lateral Displacements
17.5.3 Minimum Lateral Displacements <\/td>\n<\/tr>\n
210<\/td>\n17.5.4 Minimum Lateral Forces
17.5.4 Minimum Lateral Forces <\/td>\n<\/tr>\n
211<\/td>\n17.5.5 Vertical Distribution of Force
17.5.5 Vertical Distribution of Force
17.5.6 Drift Limits
17.5.6 Drift Limits
17.6 Dynamic Analysis Procedures
17.6 Dynamic Analysis Procedures
17.6.1 General
17.6.1 General
17.6.2 Modeling
17.6.2 Modeling
17.6.3 Description of Procedures
17.6.3 Description of Procedures <\/td>\n<\/tr>\n
212<\/td>\n17.6.4 Minimum Lateral Displacements and Forces
17.6.4 Minimum Lateral Displacements and Forces <\/td>\n<\/tr>\n
213<\/td>\n17.7 Design Review
17.7 Design Review
17.8 Testing
17.8 Testing
17.8.1 General
17.8.1 General
17.8.2 Prototype Tests
17.8.2 Prototype Tests <\/td>\n<\/tr>\n
214<\/td>\n17.8.3 Determination of Force-Deflection Characteristics
17.8.3 Determination of Force-Deflection Characteristics
17.8.4 Test Specimen Adequacy
17.8.4 Test Specimen Adequacy
17.8.5 Design Properties of the Isolation System
17.8.5 Design Properties of the Isolation System <\/td>\n<\/tr>\n
216<\/td>\n18 Seismic Design Requirements for Structures with Damping Systems
18 Seismic Design Requirements for Structures with Damping Systems
18.1 General
18.1 General
18.1.1 Scope
18.1.1 Scope
18.1.2 Definitions
18.1.2 Definitions
18.1.3 Notation
18.1.3 Notation <\/td>\n<\/tr>\n
218<\/td>\n18.2 General Design Requirements
18.2 General Design Requirements
18.2.1 Seismic Design Category A
18.2.1 Seismic Design Category A
18.2.2 System Requirements
18.2.2 System Requirements
18.2.3 Ground Motion
18.2.3 Ground Motion
18.2.4 Procedure Selection
18.2.4 Procedure Selection
18.2.5 Damping System
18.2.5 Damping System <\/td>\n<\/tr>\n
219<\/td>\n18.3 Nonlinear Procedures
18.3 Nonlinear Procedures
18.3.1 Nonlinear Response History Procedure
18.3.1 Nonlinear Response History Procedure <\/td>\n<\/tr>\n
220<\/td>\n18.3.2 Nonlinear Static Procedure
18.3.2 Nonlinear Static Procedure
18.4 Response Spectrum Procedure
18.4 Response Spectrum Procedure
18.4.1 Modeling
18.4.1 Modeling
18.4.2 Seismic Force\u2013Resisting System
18.4.2 Seismic Force\u2013Resisting System <\/td>\n<\/tr>\n
221<\/td>\n18.4.3 Damping System
18.4.3 Damping System
18.5 Equivalent Lateral Force Procedure
18.5 Equivalent Lateral Force Procedure
18.5.1 Modeling
18.5.1 Modeling <\/td>\n<\/tr>\n
222<\/td>\n18.5.2 Seismic Force\u2013Resisting System
18.5.2 Seismic Force\u2013Resisting System <\/td>\n<\/tr>\n
223<\/td>\n18.5.3 Damping System
18.5.3 Damping System <\/td>\n<\/tr>\n
224<\/td>\n18.6 Damped Response Modification
18.6 Damped Response Modification
18.6.1 Damping Coefficient
18.6.1 Damping Coefficient
18.6.2 Effective Damping
18.6.2 Effective Damping <\/td>\n<\/tr>\n
225<\/td>\n18.6.3 Effective Ductility Demand
18.6.3 Effective Ductility Demand
18.6.4 Maximum Effective Ductility Demand
18.6.4 Maximum Effective Ductility Demand
18.7 Seismic Load Conditions and Acceptance Criteria
18.7 Seismic Load Conditions and Acceptance Criteria
18.7.1 Nonlinear Procedures
18.7.1 Nonlinear Procedures <\/td>\n<\/tr>\n
226<\/td>\n18.7.2 Response Spectrum and Equivalent Lateral Force Procedures
18.7.2 Response Spectrum and Equivalent Lateral Force Procedures <\/td>\n<\/tr>\n
227<\/td>\n18.8 Design Review
18.8 Design Review
18.9 Testing
18.9 Testing
18.9.1 Prototype Tests
18.9.1 Prototype Tests <\/td>\n<\/tr>\n
228<\/td>\n18.9.2 Production Testing
18.9.2 Production Testing <\/td>\n<\/tr>\n
230<\/td>\n19 Soil Structure Interaction for Seismic Design
19 Soil Structure Interaction for Seismic Design
19.1 General
19.1 General
19.2 Equivalent Lateral Force Procedure
19.2 Equivalent Lateral Force Procedure
19.2.1 Base Shear
19.2.1 Base Shear <\/td>\n<\/tr>\n
231<\/td>\n19.2.2 Vertical Distribution of Seismic Forces
19.2.2 Vertical Distribution of Seismic Forces
19.2.3 Other Effects
19.2.3 Other Effects <\/td>\n<\/tr>\n
232<\/td>\n19.3 Modal Analysis Procedure
19.3 Modal Analysis Procedure
19.3.1 Modal Base Shears
19.3.1 Modal Base Shears
19.3.2 Other Modal Effects
19.3.2 Other Modal Effects
19.3.3 Design Values
19.3.3 Design Values <\/td>\n<\/tr>\n
234<\/td>\n20 Site Classification Procedure for Seismic Design
20 Site Classification Procedure for Seismic Design
20.1 Site Classification
20.1 Site Classification
20.2 Site Response Analysis for Site Class F Soil
20.2 Site Response Analysis for Site Class F Soil
20.3 Site Class Definitions
20.3 Site Class Definitions
20.3.1 Site Class F
20.3.1 Site Class F
20.3.2 Soft Clay Site Class E
20.3.2 Soft Clay Site Class E
20.3.3 Site Classes C, D, and E
20.3.3 Site Classes C, D, and E
20.3.4 Shear Wave Velocity for Site Class B
20.3.4 Shear Wave Velocity for Site Class B
20.3.5 Shear Wave Velocity for Site Class A
20.3.5 Shear Wave Velocity for Site Class A <\/td>\n<\/tr>\n
235<\/td>\n20.4 Definitions of Site Class Parameters
20.4 Definitions of Site Class Parameters
20.4.1 vs, Average Shear Wave Velocity
20.4.1 vs, Average Shear Wave Velocity
20.4.2 N, Average Field Standard Penetration Resistance and Nch, Average Standard Penetration Resistance for Cohesionless S
20.4.2 N, Average Field Standard Penetration Resistance and Nch, Average Standard Penetration Resistance for Cohesionless S
20.4.3 su, Average Undrained Shear Strength
20.4.3 su, Average Undrained Shear Strength <\/td>\n<\/tr>\n
236<\/td>\n21 Site-Specific Ground Motion Procedures for Seismic Design
21 Site-Specific Ground Motion Procedures for Seismic Design
21.1 Site Response Analysis
21.1 Site Response Analysis
21.1.1 Base Ground Motions
21.1.1 Base Ground Motions
21.1.2 Site Condition Modeling
21.1.2 Site Condition Modeling
21.1.3 Site Response Analysis and Computed Results
21.1.3 Site Response Analysis and Computed Results
21.2 Ground Motion Hazard Analysis
21.2 Ground Motion Hazard Analysis
21.2.1 Probabilistic MCE
21.2.1 Probabilistic MCE
21.2.2 Deterministic MCE
21.2.2 Deterministic MCE
21.2.3 Site-Specific MCE
21.2.3 Site-Specific MCE <\/td>\n<\/tr>\n
237<\/td>\n21.3 Design Response Spectrum
21.3 Design Response Spectrum
21.4 Design Acceleration Parameters
21.4 Design Acceleration Parameters <\/td>\n<\/tr>\n
238<\/td>\n22 Seismic Ground Motion and Long-Period Transition Maps
22 Seismic Ground Motion and Long-Period Transition Maps <\/td>\n<\/tr>\n
264<\/td>\n23 Seismic Design Reference Documents
23 Seismic Design Reference Documents
23.1 Consensus Standards and Other Reference Documents
23.1 Consensus Standards and Other Reference Documents <\/td>\n<\/tr>\n
268<\/td>\nAppendix 11A Quality Assurance Provisions
Appendix 11A Quality Assurance Provisions
11A.1 Quality Assurance
11A.1 Quality Assurance
11A.1.1 Scope
11A.1.1 Scope
11A.1.2 Quality Assurance Plan
11A.1.2 Quality Assurance Plan
11A.1.3 Special Inspection and Testing
11A.1.3 Special Inspection and Testing <\/td>\n<\/tr>\n
270<\/td>\n11A.2 Testing
11A.2 Testing
11A.2.1 Reinforcing and Prestressing Steel.
11A.2.1 Reinforcing and Prestressing Steel.
11A.2.2 Structural Concrete
11A.2.2 Structural Concrete
11A.2.3 Structural Masonry
11A.2.3 Structural Masonry
11A.2.4 Structural Steel.
11A.2.4 Structural Steel.
11A.2.5 Base Metal Testing
11A.2.5 Base Metal Testing
11A.2.6 Seismic-Isolated Structures
11A.2.6 Seismic-Isolated Structures
11A.2.7 Mechanical and Electrical Equipment
11A.2.7 Mechanical and Electrical Equipment
11A.3 Structural Observations
11A.3 Structural Observations
11A.4 Reporting and Compliance Procedures
11A.4 Reporting and Compliance Procedures <\/td>\n<\/tr>\n
272<\/td>\nAppendix 11B Existing Building Provisions
Appendix 11B Existing Building Provisions
11B.1 Scope
11B.1 Scope
11B.2 Structurally Independent Additions
11B.2 Structurally Independent Additions
11B.3 Structurally Dependent Additions
11B.3 Structurally Dependent Additions
11B.4 Alterations
11B.4 Alterations
11B.5 Change of Use
11B.5 Change of Use <\/td>\n<\/tr>\n
274<\/td>\nAppendix C Serviceability Considerations
Appendix C Serviceability Considerations
C.1 Deflection, Vibration, and Drift
C.1 Deflection, Vibration, and Drift
C.1.1 Vertical Deflections
C.1.1 Vertical Deflections
C.1.2 Drift of Walls and Frames
C.1.2 Drift of Walls and Frames
C.1.3 Vibrations
C.1.3 Vibrations
C.2 Design for Long-Term Deflection
C.2 Design for Long-Term Deflection
C.3 Camber
C.3 Camber
C.4 Expansion and Contraction
C.4 Expansion and Contraction
C.5 Durability
C.5 Durability <\/td>\n<\/tr>\n
276<\/td>\nCommentary
Commentary <\/td>\n<\/tr>\n
278<\/td>\nC1 General
C1 General
C1.1 Scope
C1.1 Scope
C1.3 Basic Requirements
C1.3 Basic Requirements
C1.3.1 Strength.
C1.3.1 Strength.
C1.3.2 Serviceability
C1.3.2 Serviceability
C1.3.3 Self-Straining Forces
C1.3.3 Self-Straining Forces
C1.4 General Structural Integrity
C1.4 General Structural Integrity <\/td>\n<\/tr>\n
280<\/td>\nC1.5 Classification of Buildings and Other Structures
C1.5 Classification of Buildings and Other Structures
C1.5.1 Nature of Occupancy
C1.5.1 Nature of Occupancy <\/td>\n<\/tr>\n
281<\/td>\nC1.5.2 Toxic, Highly Toxic, and Explosive Substances
C1.5.2 Toxic, Highly Toxic, and Explosive Substances <\/td>\n<\/tr>\n
282<\/td>\nC1.7 Load Tests
C1.7 Load Tests
References
References <\/td>\n<\/tr>\n
284<\/td>\nC2 Combinations of Loads
C2 Combinations of Loads
C2.2 Symbols and Notation
C2.2 Symbols and Notation
C2.3 Combining Loads Using Strength Design
C2.3 Combining Loads Using Strength Design
C2.3.1 Applicability
C2.3.1 Applicability
C2.3.2 Basic Combinations
C2.3.2 Basic Combinations <\/td>\n<\/tr>\n
285<\/td>\nC2.3.3 Load Combinations Including Flood Load
C2.3.3 Load Combinations Including Flood Load
C2.3.4 Load Combinations Including Atmospheric Ice Loads
C2.3.4 Load Combinations Including Atmospheric Ice Loads
C2.4 Combining Loads Using Allowable Stress Design
C2.4 Combining Loads Using Allowable Stress Design
C2.4.1 Basic Combinations
C2.4.1 Basic Combinations <\/td>\n<\/tr>\n
286<\/td>\nC2.4.2 Load Combinations Including Flood Load
C2.4.2 Load Combinations Including Flood Load
C2.4.3 Load Combinations Including Atmospheric Ice Loads
C2.4.3 Load Combinations Including Atmospheric Ice Loads
C2.5 Load Combinations for Extraordinary Events
C2.5 Load Combinations for Extraordinary Events <\/td>\n<\/tr>\n
287<\/td>\nReference
Reference <\/td>\n<\/tr>\n
290<\/td>\nC3 Dead Loads, Soil Loads, and Hydrostatic
C3 Dead Loads, Soil Loads, and Hydrostatic
C3.1.2 Weights of Materials and Constructions
C3.1.2 Weights of Materials and Constructions
C3.2 Soil Loads and Hydrostatic Pressure
C3.2 Soil Loads and Hydrostatic Pressure
C3.2.1 Lateral Pressures
C3.2.1 Lateral Pressures
C3.2.2 Uplift on Floors and Foundations
C3.2.2 Uplift on Floors and Foundations
Reference
Reference <\/td>\n<\/tr>\n
298<\/td>\nC4 Live Loads
C4 Live Loads
C4.2 Uniformly Distributed Loads
C4.2 Uniformly Distributed Loads
C4.2.1 Required Live Loads
C4.2.1 Required Live Loads
C4.2.2 Provision for Partitions
C4.2.2 Provision for Partitions <\/td>\n<\/tr>\n
299<\/td>\nC4.3 Concentrated Loads
C4.3 Concentrated Loads
C4.4 Loads on Handrails, Guardrail Systems, Grab Bar Systems, Vehicle Barrier Systems, and Fixed Ladders
C4.4 Loads on Handrails, Guardrail Systems, Grab Bar Systems, Vehicle Barrier Systems, and Fixed Ladders
C4.4.1 Loads on Handrails and Guardrail Systems
C4.4.1 Loads on Handrails and Guardrail Systems
C4.4.2 Loads on Grab Bar Systems
C4.4.2 Loads on Grab Bar Systems
C4.4.3 Loads on Vehicle Barrier Systems
C4.4.3 Loads on Vehicle Barrier Systems
C4.4.4 Loads on Fixed Ladders
C4.4.4 Loads on Fixed Ladders
C4.6 Partial Loading
C4.6 Partial Loading
C4.7 Impact Loads
C4.7 Impact Loads
C4.8 Reduction in Live Loads
C4.8 Reduction in Live Loads
C4.8.1 General.
C4.8.1 General. <\/td>\n<\/tr>\n
300<\/td>\nC4.8.2 Heavy Live Loads
C4.8.2 Heavy Live Loads
C4.8.3 Parking Garage Loads
C4.8.3 Parking Garage Loads
C4.8.5 Limitations on One-Way Slabs
C4.8.5 Limitations on One-Way Slabs
C4.9 Reduction in Roof Live Loads
C4.9 Reduction in Roof Live Loads
C4.9.1 Flat, Pitched, and Curved Roofs
C4.9.1 Flat, Pitched, and Curved Roofs
C4.9.2 Special Purpose Roofs
C4.9.2 Special Purpose Roofs
C4.10 Crane Loads
C4.10 Crane Loads
Reference
Reference <\/td>\n<\/tr>\n
304<\/td>\nC5 Flood Loads
C5 Flood Loads
C5.1 General
C5.1 General
C5.2 Definitions
C5.2 Definitions <\/td>\n<\/tr>\n
305<\/td>\nC5.3 Design Requirements
C5.3 Design Requirements
C5.3.1 Design Loads
C5.3.1 Design Loads
C5.3.2 Erosion and Scour
C5.3.2 Erosion and Scour
C5.3.3 Loads on Breakaway Walls
C5.3.3 Loads on Breakaway Walls
C5.4.1 Load Basis
C5.4.1 Load Basis
C5.4.2 Hydrostatic Loads
C5.4.2 Hydrostatic Loads
C5.4.3 Hydrodynamic Loads
C5.4.3 Hydrodynamic Loads <\/td>\n<\/tr>\n
306<\/td>\nC5.4.4 Wave Loads
C5.4.4 Wave Loads
C5.4.5 Impact Loads
C5.4.5 Impact Loads <\/td>\n<\/tr>\n
308<\/td>\nReferences
References <\/td>\n<\/tr>\n
310<\/td>\nC6 Wind Loads
C6 Wind Loads
C6.1 General
C6.1 General
C6.2 Definitions
C6.2 Definitions <\/td>\n<\/tr>\n
311<\/td>\nC6.3 Symbols and Notation
C6.3 Symbols and Notation
C6.4 Method 1\u2014Simplified Procedure
C6.4 Method 1\u2014Simplified Procedure <\/td>\n<\/tr>\n
312<\/td>\nC6.5 Method 2\u2014Analytical Procedure
C6.5 Method 2\u2014Analytical Procedure
C6.5.1 Scope
C6.5.1 Scope <\/td>\n<\/tr>\n
313<\/td>\nC6.5.2 Limitations of Analytical Procedure
C6.5.2 Limitations of Analytical Procedure
C6.5.4 Basic Wind Speed
C6.5.4 Basic Wind Speed <\/td>\n<\/tr>\n
315<\/td>\nC6.5.5 Importance Factor
C6.5.5 Importance Factor <\/td>\n<\/tr>\n
316<\/td>\nC6.5.6 Exposure Categories
C6.5.6 Exposure Categories <\/td>\n<\/tr>\n
321<\/td>\nC6.5.7 Topographic Effects
C6.5.7 Topographic Effects <\/td>\n<\/tr>\n
322<\/td>\nC6.5.8 Gust Effect Factor
C6.5.8 Gust Effect Factor <\/td>\n<\/tr>\n
325<\/td>\nC6.5.9 Enclosure Classifications
C6.5.9 Enclosure Classifications <\/td>\n<\/tr>\n
326<\/td>\nC6.5.10 Velocity Pressure
C6.5.10 Velocity Pressure
C6.5.11 Pressure and Force Coefficients
C6.5.11 Pressure and Force Coefficients <\/td>\n<\/tr>\n
330<\/td>\nC6.5.12 Design Wind Loads on Enclosed and Partially Enclosed Buildings
C6.5.12 Design Wind Loads on Enclosed and Partially Enclosed Buildings <\/td>\n<\/tr>\n
331<\/td>\nC6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or Troughed Roofs
C6.5.13 Design Wind Loads on Open Buildings with Monoslope, Pitched, or Troughed Roofs
C6.6 Method 3\u2014Wind-Tunnel Procedure
C6.6 Method 3\u2014Wind-Tunnel Procedure <\/td>\n<\/tr>\n
332<\/td>\nReferences
References <\/td>\n<\/tr>\n
352<\/td>\nC7 Snow Loads
C7 Snow Loads
C7.0 Snow Loads
C7.0 Snow Loads
C7.2 Ground Snow Loads, p g
C7.2 Ground Snow Loads, p g <\/td>\n<\/tr>\n
353<\/td>\nC7.3 Flat-Roof Snow Loads, p f
C7.3 Flat-Roof Snow Loads, p f <\/td>\n<\/tr>\n
354<\/td>\nC7.3.1 Exposure Factor, Ce
C7.3.1 Exposure Factor, Ce
C7.3.2 Thermal Factor, Ct
C7.3.2 Thermal Factor, Ct <\/td>\n<\/tr>\n
355<\/td>\nC7.3.3 Importance Factor, I
C7.3.3 Importance Factor, I
C7.3.4 Minimum Values of p f for Low Slope Roofs
C7.3.4 Minimum Values of p f for Low Slope Roofs
C7.4 Sloped-Roof Snow Loads, ps
C7.4 Sloped-Roof Snow Loads, ps <\/td>\n<\/tr>\n
356<\/td>\nC7.4.3 Roof Slope Factor for Curved Roofs
C7.4.3 Roof Slope Factor for Curved Roofs
C7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.4.4 Roof Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.4.5 Ice Dams and Icicles Along Eaves
C7.4.5 Ice Dams and Icicles Along Eaves
C7.5 Unloaded Portions
C7.5 Unloaded Portions
C7.6 Unbalanced Roof Snow Loads
C7.6 Unbalanced Roof Snow Loads
C7.6.1 Unbalanced Snow Loads on Hip and Gable Roofs
C7.6.1 Unbalanced Snow Loads on Hip and Gable Roofs
C7.6.2 Unbalanced Snow Loads for Curved Roofs
C7.6.2 Unbalanced Snow Loads for Curved Roofs
C7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.6.3 Unbalanced Snow Loads for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs
C7.6.4 Unbalanced Snow Loads for Dome Roofs
C7.6.4 Unbalanced Snow Loads for Dome Roofs
C7.7 Drifts on Lower Roofs (Aerodynamic Shade)
C7.7 Drifts on Lower Roofs (Aerodynamic Shade) <\/td>\n<\/tr>\n
357<\/td>\nC7.8 Roof Projections
C7.8 Roof Projections
C7.9 Sliding Snow
C7.9 Sliding Snow <\/td>\n<\/tr>\n
358<\/td>\nC7.10 Rain-on-Snow Surcharge Load
C7.10 Rain-on-Snow Surcharge Load
C7.11 Ponding Instability
C7.11 Ponding Instability
C7.12 Existing Roofs
C7.12 Existing Roofs
C7.13 Other Roofs and Sites
C7.13 Other Roofs and Sites <\/td>\n<\/tr>\n
360<\/td>\nReferences
References <\/td>\n<\/tr>\n
366<\/td>\nC8 Rain Loads
C8 Rain Loads
C8.1 Symbols and Notation
C8.1 Symbols and Notation
C8.2 Roof Drainage
C8.2 Roof Drainage
C8.3 Design Rain Loads
C8.3 Design Rain Loads
C8.4 Ponding Instability
C8.4 Ponding Instability
C8.5 Controlled Drainage
C8.5 Controlled Drainage <\/td>\n<\/tr>\n
367<\/td>\nReferences
References <\/td>\n<\/tr>\n
372<\/td>\nC10 Ice Loads\u2014Atmospheric Icing
C10 Ice Loads\u2014Atmospheric Icing
C10.1 General
C10.1 General
C10.1.1 Site-Specific Studies
C10.1.1 Site-Specific Studies <\/td>\n<\/tr>\n
373<\/td>\nC10.1.2 Dynamic Loads
C10.1.2 Dynamic Loads
C10.1.3 Exclusions
C10.1.3 Exclusions
C10.2 Definitions
C10.2 Definitions <\/td>\n<\/tr>\n
374<\/td>\nC10.4 Ice Loads Due to Freezing Rain
C10.4 Ice Loads Due to Freezing Rain
C10.4.1 Ice Weight
C10.4.1 Ice Weight
C10.4.2 Nominal Ice Thickness
C10.4.2 Nominal Ice Thickness
C10.4.4 Importance Factors
C10.4.4 Importance Factors <\/td>\n<\/tr>\n
375<\/td>\nC10.4.6 Design Ice Thickness for Freezing Rain
C10.4.6 Design Ice Thickness for Freezing Rain
C10.5 Wind on Ice-Covered Structures
C10.5 Wind on Ice-Covered Structures
C10.5.5 Wind on Ice-Covered Guys and Cables
C10.5.5 Wind on Ice-Covered Guys and Cables <\/td>\n<\/tr>\n
376<\/td>\nC10.6 Partial Loading
C10.6 Partial Loading
References
References <\/td>\n<\/tr>\n
380<\/td>\nC11 Seismic Design Criteria
C11 Seismic Design Criteria
C11 General
C11 General <\/td>\n<\/tr>\n
382<\/td>\nC11.1.1 Purpose
C11.1.1 Purpose
C11.7 Design Requirements for Seismic Design Category A
C11.7 Design Requirements for Seismic Design Category A
C11.8.2 Geotechnical Investigation Report for Seismic Design Categories C through F
C11.8.2 Geotechnical Investigation Report for Seismic Design Categories C through F
C11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F
C11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F <\/td>\n<\/tr>\n
398<\/td>\nC12 Seismic Design Requirements for Building Structures
C12 Seismic Design Requirements for Building Structures
C12.3.4 Redundancy
C12.3.4 Redundancy
C12.4.3 Seismic Load Effect Including Overstrength Factor
C12.4.3 Seismic Load Effect Including Overstrength Factor <\/td>\n<\/tr>\n
400<\/td>\nC13 Seismic Design Requirements for Nonstructural Components
C13 Seismic Design Requirements for Nonstructural Components
C13.0 Seismic Design Requirements for Nonstructural Components
C13.0 Seismic Design Requirements for Nonstructural Components
C13.3.2 Seismic Relative Displacements
C13.3.2 Seismic Relative Displacements
C13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
C13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions
C13.6 Mechanical and Electrical Components
C13.6 Mechanical and Electrical Components <\/td>\n<\/tr>\n
402<\/td>\nC14 Material-Specific Seismic Design and Detailing Requirements
C14 Material-Specific Seismic Design and Detailing Requirements
C14.2 Concrete
C14.2 Concrete
C14.4 Masonry
C14.4 Masonry <\/td>\n<\/tr>\n
404<\/td>\nC15 Seismic Design Requirements for Nonbuilding Structures
C15 Seismic Design Requirements for Nonbuilding Structures
C15.0 Seismic Design Requirements for Nonbuilding Structures
C15.0 Seismic Design Requirements for Nonbuilding Structures
C15.1.3 Structural Analysis Procedure Selection
C15.1.3 Structural Analysis Procedure Selection <\/td>\n<\/tr>\n
405<\/td>\nC15.2 Reference Documents
C15.2 Reference Documents <\/td>\n<\/tr>\n
406<\/td>\nC15.4.4 Fundamental Period
C15.4.4 Fundamental Period
C15.6.5 Secondary Containment Systems
C15.6.5 Secondary Containment Systems
C15.6.6 Telecommunication Towers
C15.6.6 Telecommunication Towers <\/td>\n<\/tr>\n
407<\/td>\nC15.7 Tanks and Vessels
C15.7 Tanks and Vessels
C15.7.2 Design Basis
C15.7.2 Design Basis
C15.7.6 Ground-Supported Storage Tanks for Liquids
C15.7.6 Ground-Supported Storage Tanks for Liquids <\/td>\n<\/tr>\n
410<\/td>\nC19 Soil Structure Interaction for Seismic Design
C19 Soil Structure Interaction for Seismic Design <\/td>\n<\/tr>\n
412<\/td>\nC22 Seismic Ground Motion and Long Period Transition Maps
C22 Seismic Ground Motion and Long Period Transition Maps <\/td>\n<\/tr>\n
413<\/td>\nChapter C Appendix C Serviceability Considerations
Chapter C Appendix C Serviceability Considerations
CC.1 Serviceability Considerations
CC.1 Serviceability Considerations
CC.1.1 Vertical Deflections
CC.1.1 Vertical Deflections <\/td>\n<\/tr>\n
414<\/td>\nCC.1.2 Drift of Walls and Frames
CC.1.2 Drift of Walls and Frames
CC.1.3 Vibrations
CC.1.3 Vibrations
CC.2 Design for Long-Term Deflection
CC.2 Design for Long-Term Deflection <\/td>\n<\/tr>\n
415<\/td>\nCC.3 Camber
CC.3 Camber
CC.4 Expansion and Contraction
CC.4 Expansion and Contraction
CC.5 Durability
CC.5 Durability
References
References
Additional References of Interest
Additional References of Interest <\/td>\n<\/tr>\n
416<\/td>\nIndex
Index <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 7 Minimum Design Loads for Buildings and Other Structures with Supplement No. 1<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2005<\/td>\n419<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":25929,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-25928","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\/25928","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\/25929"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=25928"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=25928"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=25928"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}