{"id":385060,"date":"2024-10-20T03:28:54","date_gmt":"2024-10-20T03:28:54","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-standard-7-2022\/"},"modified":"2024-10-26T06:18:36","modified_gmt":"2024-10-26T06:18:36","slug":"asce-standard-7-2022","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-standard-7-2022\/","title":{"rendered":"ASCE Standard 7 2022"},"content":{"rendered":"

Two Standards are combined that explain the critical factor of saturated hydraulic conductivity to effectively and accurately measure groundwater flow and transport of contaminants. All saturated hydraulic conductivity measurements are subject to variability\u2014even in the most geologically homogeneous aquifers\u2014caused by local fluctuations in an aquifer’s textural characteristics. Averages of these fluctuations constitute a set of values that can be subsumed into a more general probabilistic description of the sample by means of a probability density function. Applying probabilistic procedures to the saturated hydraulic conductivity produces the effective hydraulic conductivity, which can be used to estimate the average specific discharge, the average linear velocity, and other key variables in groundwater flow.<\/p>\n

ASCE\/EWRI Standard 50-08(R2022) provides current guidelines for fitting saturated hydraulic conductivity using probability density functions. Standard ASCE\/EWRI 51-08(R2022) addresses the calculation of effective saturated hydraulic conductivity (Ke<\/sub><\/em> or Kew<\/sub><\/em>) in local-scale groundwater flow, whether or not it is isotropic. Gathered in a single volume, these two Standard are the first in series that will address the knowledge of probabilistic characterization and behavior of saturated groundwater conductivity.<\/p>\n

These Standards will be useful to environmental engineers, water resources engineers, and any professional who uses hydraulics in engineering.<\/p>\n

An ASCE standard is reaffirmed when it has been reviewed by its technical committee and determined to be current with no need for immediate revision. These standards were reaffirmed in 2016 and 2022.<\/em><\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nCover <\/td>\n<\/tr>\n
3<\/td>\nCopyright <\/td>\n<\/tr>\n
4<\/td>\nASCE STANDARDS <\/td>\n<\/tr>\n
5<\/td>\nTips for Using This Standard <\/td>\n<\/tr>\n
7<\/td>\nBRIEF CONTENTS <\/td>\n<\/tr>\n
11<\/td>\nCONTENTS <\/td>\n<\/tr>\n
51<\/td>\nPREFACE <\/td>\n<\/tr>\n
52<\/td>\nACKNOWLEDGMENTS <\/td>\n<\/tr>\n
61<\/td>\nDEDICATION <\/td>\n<\/tr>\n
62<\/td>\nStandard ASCE\/SEI 7-22
Chapter 1: General
1.1 Scope
1.2 Definitions and Symbols
1.2.1 Definitions <\/td>\n<\/tr>\n
63<\/td>\n1.2.2 Symbols
1.3 Basic Requirements
1.3.1 Strength and Stiffness <\/td>\n<\/tr>\n
64<\/td>\n1.3.2 Serviceability
1.3.3 Functionality <\/td>\n<\/tr>\n
65<\/td>\n1.3.4 Self-Straining Forces and Effects
1.3.5 Analysis
1.3.6 Counteracting Structural Actions
1.3.7 Fire Resistance
1.4 General Structural Integrity
1.4.1 Load Path Connections
1.4.2 Lateral Forces
1.4.3 Connection to Supports
1.4.4 Anchorage of Structural Walls
1.4.5 Extraordinary Loads and Events
1.5 Classification of Buildings and Other Structures
1.5.1 Risk Categorization
1.5.2 Multiple Risk Categories <\/td>\n<\/tr>\n
66<\/td>\n“1.5.3 Toxic, Highly Toxic, and Explosive Substances ”
1.6 In Situ Load Tests <\/td>\n<\/tr>\n
67<\/td>\n1.6.1 Load Test Procedure Specified Elsewhere
1.6.2 Load Test Procedure Not Specified Elsewhere
1.7 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
68<\/td>\nChapter 2: Combinations of Loads
2.1 General
2.2 Symbols
2.3 Load Combinations for Strength Design
2.3.1 Basic Combinations
2.3.2 Load Combinations Including Flood Load
2.3.3 Load Combinations Including Atmospheric Ice and Wind-on-Ice Loads
2.3.4 Load Combinations Including Self-Straining Forces and Effects <\/td>\n<\/tr>\n
69<\/td>\n2.3.5 Load Combinations for Nonspecified Loads
2.3.6 Basic Combinations with Seismic Load Effects
2.3.7 Alternative Method for Loads from Water in Soil
2.4 Load Combinations for Allowable Stress Design
2.4.1 Basic Combinations <\/td>\n<\/tr>\n
70<\/td>\n2.4.2 Load Combinations Including Flood Load
2.4.3 Load Combinations Including Atmospheric Ice and Wind-on-Ice Loads
2.4.4 Load Combinations Including Self-Straining Forces and Effects
2.4.5 Basic Combinations with Seismic Load Effects
2.5 Load Combinations for Extraordinary Events
2.5.1 Applicability
2.5.2 Load Combinations <\/td>\n<\/tr>\n
71<\/td>\n2.5.3 Stability Requirements
2.6 Load Combinations for General Structural Integrity Loads
2.6.1 Strength Design Notional Load Combinations
2.6.2 Allowable Stress Design Notional Load Combinations
2.7 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
72<\/td>\nChapter 3: Dead Loads, Soil Loads, and Hydrostatic Pressure
3.1 Dead Loads
3.1.1 Definition
3.1.2 Weights of Materials of Construction
3.1.3 Weight of Fixed Service Equipment
3.1.4 Vegetative and Landscaped Roofs
3.1.5 Solar Panels <\/td>\n<\/tr>\n
73<\/td>\n3.2 Soil Loads and Hydrostatic Pressure
3.2.1 Lateral Pressures
3.2.2 Uplift Loads on Floors and Foundations
3.3 Alternative Method for Loads from Water in Soil
3.4 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
74<\/td>\nChapter 4: 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
4.3.4 Interior Walls and Partitions
4.4 Concentrated Live Loads
“4.5 Loads on Handrail, Guard, Grab Bar, and Vehicle Barrier Systems, and on Shower Seats and Fixed Ladders ”
4.5.1 Handrail and Guard Systems <\/td>\n<\/tr>\n
77<\/td>\n4.5.2 Grab Bar Systems and Shower Seats
4.5.3 Vehicle Barrier Systems <\/td>\n<\/tr>\n
78<\/td>\n4.5.4 Fixed Ladders
4.6 Impact Loads
4.6.1 General
4.6.2 Elevators
4.6.3 Machinery
4.6.4 Elements Supporting Hoists for Fa\u00e7ade Access and Building Maintenance Equipment
“4.6.5 Fall Arrest, Lifeline, and Rope Descent System Anchorages ”
4.7 Reduction in Uniform 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 Area Loads <\/td>\n<\/tr>\n
79<\/td>\n4.7.6 Limitations on One-Way Slabs
4.8 Reduction in Uniform Roof Live Loads
4.8.1 General
“4.8.2 Ordinary Roofs, Awnings, and Canopies ”
4.8.3 Occupiable Roofs
4.9 Crane Loads
4.9.1 General
4.9.2 Maximum Wheel Load
4.9.3 Vertical Impact Force
4.9.3.1 Bridge Crane Service Class <\/td>\n<\/tr>\n
80<\/td>\n4.9.4 Lateral Force
4.9.5 Longitudinal Force
4.10 Garage and Vehicular Floor Loads
4.10.1 Passenger Vehicle Garages
4.10.2 Truck and Bus Garages
“4.10.3 Sidewalks, Vehicular Driveways, and Yards Subject to Trucking ”
4.10.4 Emergency Vehicle Loads
4.11 Helipad Loads
4.11.1 General
4.11.2 Concentrated Helicopter Loads
4.12 Uninhabitable Attics
4.12.1 Uninhabitable Attics without Storage
4.12.2 Uninhabitable Attics with Storage <\/td>\n<\/tr>\n
81<\/td>\n4.13 Library Stack Rooms
4.14 Seating for Assembly Uses
4.15 Stair Treads
4.16 Solar Panel Loads
4.16.1 Roof Loads at Solar Panels
4.16.2 Load Combination
4.16.3 Open-Grid Roof Structures Supporting Solar Panels
4.17 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
82<\/td>\nChapter 5: 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
83<\/td>\n5.4.3 Hydrodynamic Loads
5.4.4 Wave Loads <\/td>\n<\/tr>\n
84<\/td>\n5.4.5 Impact Loads
5.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
86<\/td>\nChapter 6: Tsunami Loads and Effects
6.1 General Requirements
6.1.1 Scope
6.2 Definitions <\/td>\n<\/tr>\n
90<\/td>\n6.3 Symbols and Notation <\/td>\n<\/tr>\n
91<\/td>\n6.4 Tsunami Risk Categories
6.5 Analysis of Design Inundation Depth and Flow Velocity
6.5.1 Tsunami Risk Category II and III Buildings and Other Structures <\/td>\n<\/tr>\n
92<\/td>\n6.5.2 Tsunami Risk Category IV Buildings and Other Structures
6.5.3 Sea Level Change
6.6 Inundation Depths and Flow Velocities Based on Runup
6.6.1 Maximum Inundation Depth and Flow Velocities Based on Runup
6.6.2 Energy Grade Line Analysis of Maximum Inundation Depths and Flow Velocities <\/td>\n<\/tr>\n
93<\/td>\n6.6.3 Terrain Roughness
6.6.4 Tsunami Bores
6.6.5 Amplified Flow Velocities
6.7 Inundation Depths and Flow Velocities Based on Site-Specific Probabilistic Tsunami Hazard Analysis
6.7.1 Tsunami Waveform <\/td>\n<\/tr>\n
95<\/td>\n6.7.2 Tsunamigenic Sources
6.7.3 Earthquake Rupture Unit Source Tsunami Functions for Offshore Tsunami Amplitude <\/td>\n<\/tr>\n
96<\/td>\n6.7.4 Treatment of Modeling and Natural Uncertainties
6.7.5 Offshore Tsunami Amplitude <\/td>\n<\/tr>\n
97<\/td>\n6.7.6 Procedures for Determining Tsunami Inundation and Runup
6.7.6.8 Determining Site-Specific Inundation Flow Parameters <\/td>\n<\/tr>\n
99<\/td>\n6.7.6.9 Tsunami Design Parameters for Flow over Land
6.8 Structural Design Procedures for Tsunami Effects
6.8.1 Performance of Tsunami Risk Category II and III Buildings and Other Structures
6.8.2 Performance of Tsunami Risk Category III Critical Facilities and Tsunami Risk Category IV Buildings and Other Structures
6.8.3 Structural Performance Evaluation
6.8.3.3 Load Combinations <\/td>\n<\/tr>\n
100<\/td>\n6.8.3.4 Lateral-Force-Resisting System Acceptance Criteria
6.8.3.5 Structural Component Acceptance Criteria <\/td>\n<\/tr>\n
101<\/td>\n6.8.4 Minimum Fluid Density for Tsunami Loads
6.8.5 Flow Velocity Amplification <\/td>\n<\/tr>\n
102<\/td>\n“6.8.10 Physical Modeling of Tsunami Flow, Loads, and Effects ”
6.8.6 Directionality of Flow
6.8.7 Minimum Closure Ratio for Load Determination
6.8.8 Minimum Number of Tsunami Flow Cycles
6.8.9 Seismic Effects on the Foundations Preceding Local Subduction Zone Maximum Considered Tsunami
6.9 Hydrostatic Loads
6.9.1 Buoyancy <\/td>\n<\/tr>\n
103<\/td>\n6.9.2 Unbalanced Lateral Hydrostatic Force
6.9.3 Residual Water Surcharge Load on Floors and Walls
6.9.4 Hydrostatic Surcharge Pressure on Foundation
6.10 Hydrodynamic Loads
6.10.1 Simplified Equivalent Uniform Lateral Static Pressure
6.10.2 Detailed Hydrodynamic Lateral Forces <\/td>\n<\/tr>\n
105<\/td>\n6.10.3 Hydrodynamic Pressures Associated with Slabs
6.10.3.3 Tsunami Bore Flow Entrapped in Structural Wall-Slab Recesses <\/td>\n<\/tr>\n
106<\/td>\n6.11 Debris Impact Loads
6.11.1 Alternative Simplified Debris Impact Static Load <\/td>\n<\/tr>\n
107<\/td>\n6.11.2 Wood Logs and Poles
6.11.3 Impact by Vehicles
6.11.4 Impact by Submerged Tumbling Boulder and Concrete Debris
“6.11.5 Site Hazard Assessment for Shipping Containers, Ships, and Barges ” <\/td>\n<\/tr>\n
108<\/td>\n6.11.6 Shipping Containers <\/td>\n<\/tr>\n
109<\/td>\n6.11.7 Extraordinary Debris Impacts
6.11.8 Alternative Methods of Response Analysis
6.12 FOUNDATION DESIGN
6.12.1 Resistance Factors for Foundation Stability Analyses
6.12.2 Load and Effect Characterization <\/td>\n<\/tr>\n
113<\/td>\n6.12.3 Alternative Foundation Performance-Based Design Criteria
6.12.4 Foundation Countermeasures <\/td>\n<\/tr>\n
114<\/td>\n6.13 Structural Countermeasures for Tsunami Loading
6.13.1 Open Structures
6.13.2 Tsunami Barriers
6.14 Tsunami Vertical Evacuation Refuge Structures
6.14.1 Minimum Inundation Elevation and Depth <\/td>\n<\/tr>\n
115<\/td>\n6.14.2 Refuge Live Load
6.14.3 Laydown Impacts
6.14.4 Information on Construction Documents
6.14.5 Peer Review
6.15 Designated Nonstructural Components and Systems
6.15.1 Performance Requirements
6.16 Nonbuilding Tsunami Risk Category III and IV Structures
6.16.1 Requirements for Tsunami Risk Category III Nonbuilding Structures
6.16.2 Requirements for Tsunami Risk Category IV Nonbuilding Structures
6.17 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
116<\/td>\nChapter 7: Snow Loads
7.1 Definitions and Symbols
7.1.1 Definitions
7.1.2 Symbols
“7.2 Ground Snow Loads, pg ” <\/td>\n<\/tr>\n
122<\/td>\n“7.3 Flat Roof Snow Loads, pf ”
“7.3.1 Exposure Factor, Ce ”
“7.3.2 Thermal Factor, Ct ”
“7.3.3 Minimum Snow Load for Low-Slope Roofs, pm ”
“7.4 Sloped Roof Snow Loads, ps ” <\/td>\n<\/tr>\n
123<\/td>\n“7.4.1 Slope Factor, Cs ”
7.4.2 Slope Factor for Curved Roofs
“7.4.3 Slope Factor for Multiple Folded Plate, Sawtooth, and Barrel Vault Roofs ”
7.4.4 Ice Dams and Icicles along Eaves <\/td>\n<\/tr>\n
124<\/td>\n7.4.5 Sloped Roof Snow Loads for Air-Supported Structures
7.5 Partial Loading
7.5.1 Continuous Beam Systems <\/td>\n<\/tr>\n
125<\/td>\n7.5.2 Other Structural Systems
7.6 Unbalanced Roof Snow Loads
7.6.1 Unbalanced Snow Loads for Hip and Gable Roofs <\/td>\n<\/tr>\n
126<\/td>\n7.6.2 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
7.7.3 Intersecting Drifts
7.8 Roof Projections and Parapets <\/td>\n<\/tr>\n
128<\/td>\n7.9 Sliding Snow <\/td>\n<\/tr>\n
129<\/td>\n7.10 Rain-On-Snow Surcharge Load
7.11 Ponding Instability
7.12 Existing Roofs
7.13 Snow on Open-Frame Equipment Structures
7.13.1 Snow at Top Level
7.13.2 Snow at Levels below the Top Level <\/td>\n<\/tr>\n
130<\/td>\n7.13.3 Snow Loads on Pipes and Cable Trays
7.13.4 Snow Loads on Equipment and Equipment Platforms
7.14 ALTERNATE PROCEDURE
7.14.1 Limitations on Snow Loads Derived from Scale Model Studies <\/td>\n<\/tr>\n
131<\/td>\n7.14.2 Consideration of Thermal Performance in Model Studies
7.15 Consensus Standards and other Referenced Documents <\/td>\n<\/tr>\n
132<\/td>\nChapter 8: Rain Loads
8.1 Definitions and Symbols
8.1.1 Definitions
8.1.2 Symbols
8.2 Design Rain Loads
8.3 Bays with Low Slope
8.4 Drainage to Existing Roofs
8.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
134<\/td>\nChapter 9: RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
136<\/td>\nChapter 10: Ice Loads-Atmospheric 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
10.4 Ice Loads Caused By Freezing Rain
10.4.1 Ice Load <\/td>\n<\/tr>\n
137<\/td>\n10.4.2 Nominal Ice Thickness
10.4.3 Height Factor
10.4.4 Topographic Factor
10.4.5 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 <\/td>\n<\/tr>\n
138<\/td>\n10.5.4 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
10.9 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
160<\/td>\nChapter 11: 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
11.1.5 Quality Assurance
11.2 Definitions <\/td>\n<\/tr>\n
164<\/td>\n11.3 Symbols <\/td>\n<\/tr>\n
167<\/td>\n11.4 Seismic Ground Motion Values
11.4.1 Near-Fault Sites
11.4.2 Site Class
11.4.3 Risk-Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters
11.4.4 Design Spectral Acceleration Parameters <\/td>\n<\/tr>\n
168<\/td>\n11.4.5 Design Response Spectrum
11.4.6 Risk-Targeted Maximum Considered Earthquake (MCER) Response Spectrum
11.4.7 Site-Specific Ground Motion Procedures <\/td>\n<\/tr>\n
169<\/td>\n11.5 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
170<\/td>\n11.8.3 Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F
11.9 Vertical Ground Motions for Seismic Design
11.9.1 General
11.9.2 MCER Vertical Response Spectrum <\/td>\n<\/tr>\n
171<\/td>\n11.9.3 Design Vertical Response Spectrum
11.10 Consensus Standards and other Referenced Documents <\/td>\n<\/tr>\n
172<\/td>\nChapter 12: 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
176<\/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
177<\/td>\n12.2.4 Combination Framing Detailing Requirements
12.2.5 System-Specific Requirements <\/td>\n<\/tr>\n
179<\/td>\n“12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy ”
12.3.1 Diaphragm Flexibility
12.3.2 Irregular and Regular Classification <\/td>\n<\/tr>\n
181<\/td>\n12.3.3 Limitations and Additional Requirements for Systems with Structural Irregularities <\/td>\n<\/tr>\n
182<\/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
183<\/td>\n12.4.3 Seismic Load Effects Including Overstrength
12.4.4 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 <\/td>\n<\/tr>\n
184<\/td>\n12.5.3 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
12.7.3 Structural Modeling
12.7.4 Interaction Effects <\/td>\n<\/tr>\n
185<\/td>\n12.8 Equivalent Lateral Force (ELF) Procedure
12.8.1 Seismic Base Shear
12.8.2 Period Determination <\/td>\n<\/tr>\n
186<\/td>\n12.8.3 Vertical Distribution of Seismic Forces
12.8.4 Horizontal Distribution of Forces <\/td>\n<\/tr>\n
187<\/td>\n12.8.5 Overturning
12.8.6 Displacement and Drift Determination <\/td>\n<\/tr>\n
188<\/td>\n12.8.7 P-Delta Effects
12.9 Linear Dynamic Analysis
12.9.1 Modal Response Spectrum Analysis <\/td>\n<\/tr>\n
189<\/td>\n12.9.2 Linear Response History Analysis <\/td>\n<\/tr>\n
190<\/td>\n“12.10 Diaphragms, Chords, and Collectors ”
12.10.1 Diaphragm Design <\/td>\n<\/tr>\n
191<\/td>\n12.10.2 Collector Elements
“12.10.3 Alternative Design Provisions for Diaphragms, Including Chords and Collectors ” <\/td>\n<\/tr>\n
192<\/td>\n12.10.4 Alternative Diaphragm Design Provisions for One-Story Structures with Flexible Diaphragms and Rigid Vertical Elements <\/td>\n<\/tr>\n
194<\/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 or Other Supporting Structural Elements
12.12 Drift and Deformation
12.12.1 Story Drift Limit
12.12.2 Structural Separation <\/td>\n<\/tr>\n
195<\/td>\n12.12.3 Members Spanning between Structures
12.12.4 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 <\/td>\n<\/tr>\n
196<\/td>\n12.13.5 Strength Design for Foundation Geotechnical Capacity
12.13.6 Allowable Stress Design for Foundation Geotechnical Capacity
12.13.7 Requirements for Structures Assigned to Seismic Design Category C <\/td>\n<\/tr>\n
197<\/td>\n12.13.8 Requirements for Structures Assigned to Seismic Design Categories D through F
12.13.9 Requirements for Foundations Subject to Seismically-Induced Soil Displacement or Strength Loss <\/td>\n<\/tr>\n
199<\/td>\n12.14 Simplified Alternative Structural Design Criteria for Simple Bearing Wall or Building Frame Systems
12.14.1 General <\/td>\n<\/tr>\n
200<\/td>\n12.14.2 Design Basis
12.14.3 Seismic Load Effects <\/td>\n<\/tr>\n
202<\/td>\n12.14.4 Seismic Force-Resisting System <\/td>\n<\/tr>\n
203<\/td>\n12.14.5 Diaphragm Flexibility
12.14.6 Application of Loading
12.14.7 Design and Detailing Requirements <\/td>\n<\/tr>\n
204<\/td>\n12.14.8 Simplified Lateral Force Analysis Procedure <\/td>\n<\/tr>\n
205<\/td>\n12.15 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
206<\/td>\nChapter 13: 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 Premanufactured Modular Mechanical and Electrical Systems
13.1.6 Application of Nonstructural Component Requirements to Nonbuilding Structures
13.1.7 Reference Documents
13.1.8 Reference Documents Using Allowable Stress Design <\/td>\n<\/tr>\n
207<\/td>\n13.2 General Design Requirements
“13.2.1 Applicable Requirements for Architectural, Mechanical, and Electrical Components, Supports, and Attachments ”
13.2.2 Load Combinations
13.2.3 Special Certification Requirements for Designated Seismic Systems <\/td>\n<\/tr>\n
208<\/td>\n13.2.4 Consequential Damage
13.2.5 Flexibility
13.2.6 Testing Alternative for Seismic Capacity Determination
13.2.7 Experience Data Alternative for Seismic Capacity Determination
13.2.8 Construction Documents
13.2.9 Supported Nonstructural Components with Greater than or Equal to 20&percnt; Combined Weight
13.3 Seismic Demands on Nonstructural Components
13.3.1 Horizontal Seismic Design Forces <\/td>\n<\/tr>\n
210<\/td>\n13.3.2 Seismic Relative Displacements <\/td>\n<\/tr>\n
211<\/td>\n13.3.3 Component Period
13.4 Nonstructural Component Anchorage and Attachment
13.4.1 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. <\/td>\n<\/tr>\n
212<\/td>\n13.5.2 Forces and Displacements
13.5.3 Exterior Nonstructural Wall Elements and Connections <\/td>\n<\/tr>\n
213<\/td>\n13.5.4 Glass
13.5.5 Out-of-Plane Bending
13.5.6 Suspended Ceilings <\/td>\n<\/tr>\n
214<\/td>\n13.5.7 Access Floors
13.5.8 Partitions
“13.5.9 Glass in Glazed Curtain Walls, Glazed Storefronts, and Glazed Partitions ” <\/td>\n<\/tr>\n
215<\/td>\n13.5.10 Egress Stairs and Ramps
13.5.11 Penthouses and Rooftop Structures
13.6 Mechanical and Electrical Components
13.6.1 General <\/td>\n<\/tr>\n
217<\/td>\n13.6.2 Mechanical Components
13.6.3 Electrical Components <\/td>\n<\/tr>\n
218<\/td>\n13.6.4 Component Supports
“13.6.5 Distribution Systems: Conduit, Cable Tray, and Raceways ” <\/td>\n<\/tr>\n
219<\/td>\n13.6.6 Distribution Systems: Duct Systems
13.6.7 Distribution Systems: Piping and Tubing Systems <\/td>\n<\/tr>\n
220<\/td>\n13.6.8 Distribution Systems: Trapezes with a Combination of Systems
13.6.9 Utility and Service Lines
13.6.10 Boilers and Pressure Vessels <\/td>\n<\/tr>\n
221<\/td>\n13.6.11 Elevator and Escalator Design Requirements
13.6.12 Rooftop Solar Panels
13.6.13 Other Mechanical and Electrical Components <\/td>\n<\/tr>\n
222<\/td>\n13.7 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
224<\/td>\nChapter 14: 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 <\/td>\n<\/tr>\n
225<\/td>\n14.1.5 Cold-Formed Steel Deck Diaphragms
14.1.6 Concrete-Filled Steel Deck Diaphragms
14.1.7 Open Web Steel Joists and Joist Girders
14.1.8 Steel Cables
14.1.9 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 <\/td>\n<\/tr>\n
226<\/td>\n14.3 Composite Steel and Concrete Structures
14.3.1 Reference Documents
14.3.2 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 7 of TMS 402
14.4.4 Modifications to Chapter 6 of TMS 402
14.4.5 Modifications to Chapter 9 of TMS 402 <\/td>\n<\/tr>\n
227<\/td>\n14.4.6 Modifications to Chapter 12 of TMS 402
14.5 Wood
14.5.1 Reference Documents
14.6 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
228<\/td>\nChapter 15: 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
15.1.4 Nonbuilding Structures Sensitive to Vertical Ground Motions <\/td>\n<\/tr>\n
229<\/td>\n15.2 Nonbuilding Structures Connected by Nonstructural Components to other Adjacent Structures
15.2.1 General Requirements
15.2.2 Nonstructural Components Spanning between Nonbuilding Structures
15.3 Nonbuilding Structures Supported by Other Structures
15.3.1 Supported Nonbuilding Structures with Less Than 20% of Combined Weight
15.3.2 Supported Nonbuilding Structures with Greater Than or Equal to 20% of Combined Weight <\/td>\n<\/tr>\n
230<\/td>\n15.3.3 Nonstructural Components Supported by Nonbuilding Structures
15.4 Structural Design Requirements
15.4.1 Design Basis <\/td>\n<\/tr>\n
233<\/td>\n15.4.2 Rigid Nonbuilding Structures
15.4.3 Loads
15.4.4 Fundamental Period
15.4.5 Drift Limit
15.4.6 P-Delta
“15.4.7 Drift, Deflection, and Structure Separation ”
15.4.8 Site-Specific Response Spectra <\/td>\n<\/tr>\n
234<\/td>\n15.4.9 Anchors in Concrete or Masonry
15.4.10 Requirements for Nonbuilding Structure Foundations on Liquefiable Sites
15.4.11 Material Requirements
15.5 Nonbuilding Structures Similar to Buildings
15.5.1 General
15.5.2 Pipe Racks
15.5.3 Storage Racks <\/td>\n<\/tr>\n
236<\/td>\n15.6 General Requirements for Nonbuilding Structures not Similar to Buildings
15.6.1 Earth-Retaining Structures
“15.6.2 Trussed Towers, Chimneys, and Stacks ”
15.6.3 Amusement Structures
15.6.4 Special Hydraulic Structures
15.6.5 Secondary Containment Systems <\/td>\n<\/tr>\n
237<\/td>\n15.6.6 Telecommunication Towers
15.6.7 Steel Tubular Support Structures for Onshore Wind Turbine Generator Systems
15.6.8 Ground-Supported Cantilever Walls or Fences
15.6.9 Reinforced Concrete Tabletop Structure for Rotating Equipment and Process Vessels or Drums
15.6.10 Steel Lighting System Support Pole Structures
15.7 Tanks and Vessels
15.7.1 General
15.7.2 Design Basis <\/td>\n<\/tr>\n
238<\/td>\n15.7.3 Strength and Ductility
15.7.4 Flexibility of Piping Attachments <\/td>\n<\/tr>\n
239<\/td>\n15.7.5 Anchorage
15.7.6 Ground-Supported Storage Tanks for Liquids <\/td>\n<\/tr>\n
242<\/td>\n15.7.7 Water Storage and Water Treatment Tanks and Vessels <\/td>\n<\/tr>\n
243<\/td>\n15.7.8 Petrochemical and Industrial Tanks and Vessels Storing Liquids
15.7.9 Ground-Supported Storage Tanks for Granular Materials
15.7.10 Elevated Tanks and Vessels for Liquids and Granular Materials <\/td>\n<\/tr>\n
244<\/td>\n15.7.11 Boilers and Pressure Vessels <\/td>\n<\/tr>\n
245<\/td>\n15.7.12 Liquid and Gas Spheres <\/td>\n<\/tr>\n
246<\/td>\n15.7.13 Refrigerated Gas Liquid Storage Tanks and Vessels
“15.7.14 Horizontal, Saddle-Supported Vessels for Liquid or Vapor Storage ”
15.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
248<\/td>\nChapter 16: Nonlinear Response History Analysis
16.1 General Requirements
16.1.1 Scope
16.1.2 Linear Analysis
16.1.3 Vertical Response Analysis
16.1.4 Documentation
16.2 Ground Motions
16.2.1 Target Response Spectrum <\/td>\n<\/tr>\n
249<\/td>\n16.2.2 Ground Motion Selection
16.2.3 Ground Motion Modification
16.2.4 Application of Ground Motions to the Structural Model <\/td>\n<\/tr>\n
250<\/td>\n16.3 Modeling and Analysis
16.3.1 Modeling
16.3.2 Gravity Load
16.3.3 P-Delta Effects
16.3.4 Torsion
16.3.5 Damping
16.3.6 Explicit Foundation Modeling
16.4 Analysis Results and Acceptance Criteria
16.4.1 Global Acceptance Criteria
16.4.2 Element-Level Acceptance Criteria <\/td>\n<\/tr>\n
251<\/td>\n16.5 Design Review
16.5.1 Reviewer Qualifications
16.5.2 Review Scope
16.6 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
252<\/td>\nChapter 17: Seismic Design Requirements for Seismically Isolated Structures
17.1 General
17.1.1 Definitions
17.1.2 Symbols <\/td>\n<\/tr>\n
253<\/td>\n17.2 General Design Requirements
17.2.1 Importance Factor <\/td>\n<\/tr>\n
254<\/td>\n17.2.2 Configuration
17.2.3 Redundancy
17.2.4 Isolation System
17.2.5 Structural System <\/td>\n<\/tr>\n
255<\/td>\n17.2.6 Elements of Structures and Nonstructural Components
17.2.7 Seismic Load Effects and Load Combinations
17.2.8 Isolation System Properties <\/td>\n<\/tr>\n
257<\/td>\n17.3 Seismic Hazard
17.3.1 Spectral Response Acceleration Parameters and Response Spectrum
17.3.2 Ground Motions for Response History Analysis
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 Required for Design <\/td>\n<\/tr>\n
258<\/td>\n17.5.4 Minimum Lateral Forces Required for Design <\/td>\n<\/tr>\n
259<\/td>\n17.5.6 Drift Limits
17.6 Dynamic Analysis Procedures
17.6.1 General
17.6.2 Modeling <\/td>\n<\/tr>\n
260<\/td>\n17.6.3 Description of Procedures
17.6.4 Minimum Lateral Displacements and Forces <\/td>\n<\/tr>\n
261<\/td>\n17.7 Design Review
17.8 Testing <\/td>\n<\/tr>\n
262<\/td>\n17.8.1 General
17.8.2 Prototype Tests
17.8.3 Determination of Force-Deflection Characteristics
17.8.4 Test Specimen Adequacy <\/td>\n<\/tr>\n
263<\/td>\n17.8.5 Production Tests
17.9 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
264<\/td>\nChapter 18: Seismic Design Requirements for Structures with Damping Systems
18.1 General
18.1.1 Scope
18.1.2 Definitions
18.1.3 Symbols <\/td>\n<\/tr>\n
266<\/td>\n18.2 General Design Requirements
18.2.1 System Requirements <\/td>\n<\/tr>\n
267<\/td>\n18.2.2 Seismic Hazard
18.2.3 Procedure Selection
18.2.4 Damping System <\/td>\n<\/tr>\n
268<\/td>\n18.3 Nonlinear Response History Procedure <\/td>\n<\/tr>\n
269<\/td>\n18.3.1 Damping Device Modeling
18.3.2 Accidental Mass Eccentricity
18.3.3 Response Parameters
18.4 Seismic Load Conditions and Acceptance Criteria for Nonlinear Response History Procedure
18.4.1 Seismic Force-Resisting System
18.4.2 Damping System
18.4.3 Combination of Load Effects
18.4.4 Acceptance Criteria for the Response Parameters of Interest
18.5 Design Review
18.6 Testing
18.6.1 General <\/td>\n<\/tr>\n
270<\/td>\n18.6.2 Prototype Tests <\/td>\n<\/tr>\n
271<\/td>\n18.6.3 Production Tests <\/td>\n<\/tr>\n
272<\/td>\n18.7 Alternate Procedures and Corresponding Acceptance Criteria
18.7.1 Response Spectrum Procedure <\/td>\n<\/tr>\n
274<\/td>\n18.7.2 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n
277<\/td>\n18.7.3 Damped Response Modification <\/td>\n<\/tr>\n
278<\/td>\n18.7.4 Seismic Load Conditions and Acceptance Criteria for RSA and ELF Procedures <\/td>\n<\/tr>\n
279<\/td>\n18.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
280<\/td>\nChapter 19: Soil-Structure Interaction for Seismic Design
19.1 General
19.1.1 Scope
19.1.2 Definitions
19.1.3 Symbols <\/td>\n<\/tr>\n
281<\/td>\n19.2 SSI Adjusted Structural Demands
19.2.1 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n
282<\/td>\n19.2.2 Linear Dynamic Analysis
19.2.3 Nonlinear Response History Procedure
19.3 Foundation Damping Effects
19.3.1 Foundation Damping Requirements <\/td>\n<\/tr>\n
283<\/td>\n19.3.2 Effective Damping Ratio
19.3.3 Radiation Damping for Rectangular Foundations <\/td>\n<\/tr>\n
284<\/td>\n19.3.4 Radiation Damping for Circular Foundations
19.3.5 Soil Damping
19.4 Base Slab Averaging and Embedment (Kinematic) SSI Effects <\/td>\n<\/tr>\n
285<\/td>\n19.4.1 Base Slab Averaging
19.4.2 Embedment
19.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
286<\/td>\nChapter 20: Site Classification Procedure for Seismic Design
20.1 Site Classification
20.2 Site Class Definitions
20.2.1 Site Class F
20.2.2 Soft Clay Site Class E
“20.2.3 Site Classes C, CD, D, DE, and E ”
20.2.4 Site Classes B and BC (Medium Hard and Soft Rock)
20.2.5 Site Class A (Hard Rock) <\/td>\n<\/tr>\n
287<\/td>\n20.3 Estimation of Shear Wave Velocity Profiles
20.4 Definitions of Site Class Parameters
“20.4.1 \u00afvs, Average Shear Wave Velocity ”
20.5 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
288<\/td>\nChapter 21: 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 (MCER) Ground Motion Hazard Analysis
21.2.1 Probabilistic (MCER) Ground Motions <\/td>\n<\/tr>\n
289<\/td>\n21.2.2 Deterministic (MCER) Ground Motions
21.2.3 Site-Specific MCER Response Spectrum
21.3 Design Response Spectrum <\/td>\n<\/tr>\n
290<\/td>\n21.4 Design Acceleration Parameters
21.5 Maximum Considered Earthquake Geometric Mean (MCEG) Peak Ground Acceleration
21.5.1 Probabilistic MCEG Peak Ground Acceleration
21.5.2 Deterministic MCEG Peak Ground Acceleration
21.5.3 Site-Specific MCEG Peak Ground Acceleration PGAM
21.6 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
292<\/td>\nChapter 22: Seismic Ground Motion and Long-Period Transition Maps
22.1 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
314<\/td>\nChapter 23: Seismic Design Reference Documents
23.1 Consensus Standards and Other Reference Documents <\/td>\n<\/tr>\n
318<\/td>\nChapter 24: RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
320<\/td>\nChapter 25: RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
322<\/td>\nChapter 26: Wind Loads: General Requirements
26.1 Procedures
26.1.1 Scope
26.1.2 Permitted Procedures
26.1.3 Performance-Based Procedures
26.2 Definitions <\/td>\n<\/tr>\n
324<\/td>\n26.3 Symbols <\/td>\n<\/tr>\n
326<\/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 <\/td>\n<\/tr>\n
335<\/td>\n26.5.2 Special Wind Regions
26.5.3 Estimation of Basic Wind Speeds from Regional Climatic Data
26.6 Wind Directionality Factor
26.7 Exposure
26.7.1 Wind Directions and Sectors
26.7.2 Surface Roughness Categories
26.7.3 Exposure Categories <\/td>\n<\/tr>\n
336<\/td>\n26.7.4 Exposure Requirements
26.8 Topographic Effects
“26.8.1 Wind Speed-Up over Hills, Ridges, and Escarpments ”
26.8.2 Topographic Factor
26.9 Ground Elevation Factor
26.10 Velocity Pressure
26.10.1 Velocity Pressure Exposure Coefficient
26.10.2 Velocity Pressure <\/td>\n<\/tr>\n
338<\/td>\n26.11 Gust Effects
26.11.1 Gust-Effect Factor
26.11.2 Frequency Determination
26.11.3 Approximate Natural Frequency <\/td>\n<\/tr>\n
339<\/td>\n26.11.4 Rigid Buildings or Other Structures
26.11.5 Flexible Buildings or Other Structures <\/td>\n<\/tr>\n
340<\/td>\n26.11.6 Rational Analysis
26.11.7 Limitations
26.12 Enclosure Classification
26.12.1 General
26.12.2 Openings
26.12.3 Protection of Glazed Openings
26.13 Internal Pressure Coefficients
“26.13.1 Reduction Factor for Large-Volume Buildings, Ri ” <\/td>\n<\/tr>\n
341<\/td>\n26.14 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
342<\/td>\nChapter 27: Wind Loads on Buildings: Main Wind Force Resisting System (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
27.2 General Requirements
27.2.1 Wind Load Parameters Specified in Chapter 26
27.3 Wind Loads: Main Wind Force Resisting System
“27.3.1 Enclosed, Partially Enclosed, and Partially Open Rigid and Flexible Buildings ” <\/td>\n<\/tr>\n
347<\/td>\n“27.3.2 Open Buildings with Monoslope, Pitched, or Troughed Free Roofs ”
27.3.3 Roof Overhangs
27.3.4 Parapets <\/td>\n<\/tr>\n
353<\/td>\n27.3.5 Design Wind Load Cases
27.4 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
354<\/td>\nChapter 28: Wind Loads on Buildings: Main Wind Force Resisting System (Envelope Procedure)
28.1 Scope
28.1.1 Building Types
28.1.2 Conditions
28.1.3 Limitations
28.1.4 Shielding
28.2 General Requirements
28.2.1 Wind Load Parameters Specified in Chapter 26 <\/td>\n<\/tr>\n
355<\/td>\n28.3 Wind Loads: Main Wind Force Resisting System
28.3.1 Design Wind Pressure for Low-Rise Buildings
28.3.2 Load Cases
28.3.3 Total Horizontal Load
28.3.4 Parapets
28.3.5 Roof Overhangs
28.3.6 Minimum Design Wind Loads
28.3.7 Horizontal Wind Loads on Open or Partially Enclosed Buildings with Transverse Frames and Pitched Roofs <\/td>\n<\/tr>\n
358<\/td>\n28.4 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
360<\/td>\nChapter 29: Wind Loads on Building Appurtenances and Other Structures: Main Wind Force Resisting System (Directional Procedure)
29.1 Scope
29.1.1 Structure Types
29.1.2 Conditions
29.1.3 Limitations
29.1.4 Shielding <\/td>\n<\/tr>\n
361<\/td>\n29.2 General Requirements
29.2.1 Wind Load Parameters Specified in Chapter 26
29.3 Design Wind Loads: Solid Freestanding Walls and Solid Signs
29.3.1 Solid Freestanding Walls and Solid Freestanding Signs
29.3.2 Solid Attached Signs
29.4 Design Wind Loads: Other Structures
29.4.1 Rooftop Structures and Equipment for Buildings <\/td>\n<\/tr>\n
365<\/td>\n“29.4.2 Design Wind Loads: Circular Bins, Silos, and Tanks with h ≤ 120 ft (h ≤ 36.5 m), D ≤ 120 ft (D ≤ 36.5 m), and 0.25 ≤ HD ≤ 4 ” <\/td>\n<\/tr>\n
366<\/td>\n29.4.3 Rooftop Solar Panels for Buildings of All Heights with Flat Roofs or Gable or Hip Roofs with Slopes Less Than 7 Degrees <\/td>\n<\/tr>\n
370<\/td>\n29.4.4 Rooftop Solar Panels Parallel to the Roof Surface on Buildings of All Heights and Roof Slopes <\/td>\n<\/tr>\n
371<\/td>\n29.4.5 Ground-Mounted Fixed-Tilt Solar Panel Systems <\/td>\n<\/tr>\n
372<\/td>\n29.5 Parapets
29.6 Roof Overhangs
29.7 Minimum Design Wind Loading
29.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
376<\/td>\nChapter 30: Wind Loads: Components and Cladding
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 ft2 (65 m2)
30.2.4 External Pressure Coefficients <\/td>\n<\/tr>\n
377<\/td>\n30.3 Building Types
30.3.1 Conditions
30.3.2 Design Wind Pressures <\/td>\n<\/tr>\n
379<\/td>\n30.4 Building Types
30.4.1 Conditions
30.4.2 Design Wind Pressures <\/td>\n<\/tr>\n
394<\/td>\n30.5 Building Types
30.5.1 Conditions
30.5.2 Design Wind Pressures
30.6 Parapets <\/td>\n<\/tr>\n
396<\/td>\n30.7 Roof Overhangs <\/td>\n<\/tr>\n
401<\/td>\n30.8 Rooftop Structures and Equipment for Buildings
30.9 Attached Canopies on Buildings <\/td>\n<\/tr>\n
402<\/td>\n“30.10 Circular Bins, Silos, and Tanks with h ? 120ft (h ? 36.6m) ”
30.10.1 Design Wind Pressure
“30.10.2 External Walls of Isolated Circular Bins, Silos, and Tanks ” <\/td>\n<\/tr>\n
406<\/td>\n“30.10.3 Internal Surface of Exterior Walls of Isolated Open-Topped Circular Bins, Silos, and Tanks ”
“30.10.4 Roofs of Isolated Circular Bins, Silos, and Tanks ”
“30.10.5 Undersides of Isolated Elevated Circular Bins, Silos, and Tanks ”
“30.10.6 Roofs and Walls of Grouped Circular Bins, Silos, and Tanks ”
30.11 Rooftop Solar Panels for Buildings of all Heights with Flat Roofs or Gable or Hip Roofs with Slopes Less Than 7 Degrees
30.12 Roof Pavers for Buildings of all Heights with Roof Slopes Less Than or Equal to 7 Degrees
30.13 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
412<\/td>\nChapter 31: Wind Tunnel Procedure
31.1 Scope
31.2 Test Conditions
31.3 Dynamic Response
“31.4 Site Specific Load Effects for Buildings, Other Structures, and Components ”
31.4.1 Mean Recurrence Intervals of Load Effects
31.4.2 Limitations on Wind Speeds
31.4.3 Wind Directionality
31.4.4 Limitations on Loads <\/td>\n<\/tr>\n
413<\/td>\n31.4.5 Limitations on Wind Loads for Ground-Mounted Fixed-Tilt Solar Panel Systems
“31.5 Load Effects for Buildings, Other Structures, and Components Used at Multiple Sites ”
31.5.1 Wind Loads
31.5.2 Limitations on Wind Loads for Rooftop Solar Panels
“31.5.3 Peer Review Requirements for Wind Tunnel Tests of Buildings, Other Structures, and Components used at Multiple Sites ”
31.6 Peer Review Requirement for Wind Tunnel Tests
31.7 Wind-Borne Debris
31.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
414<\/td>\nChapter 32: Tornado Loads
32.1 PROCEDURES
32.1.1 Scope
32.1.2 Permitted Procedures
32.1.3 Performance-Based Procedures
32.2 DEFINITIONS <\/td>\n<\/tr>\n
415<\/td>\n32.3 SYMBOLS AND NOTATION
32.4 GENERAL
32.4.1 Sign Convention
32.4.2 Critical Load Condition
32.5 TORNADO HAZARD MAPS
32.5.1 Tornado Speed <\/td>\n<\/tr>\n
417<\/td>\n32.5.2 Design for Tornado Loads Not Required
32.5.3 Direction of Tornadic Wind
32.5.4 Effective Plan Area <\/td>\n<\/tr>\n
418<\/td>\n32.6 TORNADO DIRECTIONALITY FACTOR
32.7 TORNADO EXPOSURE
32.8 TOPOGRAPHIC FACTOR
32.9 GROUND ELEVATION FACTOR
32.10 TORNADO VELOCITY PRESSURE
32.10.1 Tornado Velocity Pressure Exposure Coefficient
32.10.2 Tornado Velocity Pressure
32.11 TORNADO GUST EFFECTS
32.11.1 Tornado Gust-Effect Factor
32.11.2 Limitations
32.12 TORNADO ENCLOSURE CLASSIFICATION
32.12.1 General
32.12.2 Openings
32.12.3 Protection of Glazed Openings
32.13 TORNADO INTERNAL PRESSURE COEFFICIENTS <\/td>\n<\/tr>\n
452<\/td>\n“32.13.1 Reduction Factor for Large-Volume Buildings, Ri ”
32.14 TORNADO EXTERNAL PRESSURE COEFFICIENTS
32.15 TORNADO LOADS ON BUILDINGS: MAIN WIND FORCE RESISTING SYSTEM
“32.15.1 Enclosed, Partially Enclosed, and Partially Open Buildings ”
“32.15.2 Open Buildings with Monoslope, Pitched, or Troughed Free Roofs ” <\/td>\n<\/tr>\n
453<\/td>\n32.15.3 Roof Overhangs
32.15.4 Parapets
32.15.5 Design Load Cases
32.16 TORNADO LOADS ON BUILDING APPURTENANCES AND OTHER STRUCTURES: MAIN WIND FORCE RESISTING SYSTEM
32.16.1 General Requirements
32.16.2 Solid Freestanding Walls and Solid Signs
32.16.3 Other Structures <\/td>\n<\/tr>\n
454<\/td>\n32.17 TORNADO LOADS: COMPONENTS AND CLADDING
32.17.1 Low-Rise Buildings
32.17.2 Buildings with h > 60 ft (h > 18.3 m) <\/td>\n<\/tr>\n
455<\/td>\n32.17.3 Open Buildings
32.17.4 Building Appurtenances and Rooftop Structures and Equipment
32.17.5 Nonbuilding Structures <\/td>\n<\/tr>\n
456<\/td>\n32.18 TORNADO LOADS: WIND TUNNEL PROCEDURE
32.19 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
458<\/td>\nAPPENDIX A: RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
460<\/td>\nAPPENDIX B: RESERVED FOR FUTURE PROVISIONS <\/td>\n<\/tr>\n
462<\/td>\nAppendix C: Serviceability Considerations
C.1 Serviceability Considerations
“C.2 Deflection, Drift, and Vibration ”
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
464<\/td>\nAppendix D: Buildings Exempted from Torsional Wind Load Cases
D.1 Scope
D.2 One- and Two-Story Buildings Meeting the Following Requirements
D.3 Buildings Controlled by Seismic Loading
D.3.1 Buildings with Diaphragms at Each Level That Are Not Flexible
D.3.2 Buildings with Diaphragms at Each Level That Are Flexible
D.4 Buildings Classified as Torsionally Regular Under Wind Load
D.5 Buildings with Diaphragms that are Flexible and Designed for Increased Wind Loading <\/td>\n<\/tr>\n
466<\/td>\nAppendix E: Performance-Based Design Procedures for Fire Effects on Structures
E.1 Scope
E.2 Definitions
E.3 General Requirements
E.4 Performance Objectives
E.4.1 Structural Integrity <\/td>\n<\/tr>\n
467<\/td>\nE.4.2 Project-Specific Performance Objectives
E.5 Thermal Analysis of Fire Effects
E.5.1 Fuel Load
E.5.2 Structural Design Fires
E.5.3 Heat Transfer Analysis
E.6 Structural Analysis of Fire Effects
E.6.1 Temperature History for Structural Members and Connections
E.6.2 Temperature-Dependent Properties
E.6.3 Load Combinations <\/td>\n<\/tr>\n
468<\/td>\nAppendix F: Wind Hazard Maps for Long Return Periods
F.1 Scope
F.2 Wind Speeds <\/td>\n<\/tr>\n
476<\/td>\nAppendix G: Tornado Hazard Maps for Long Return Periods
G.1 Scope
G.2 Tornado Speeds <\/td>\n<\/tr>\n
542<\/td>\nCommentary to Standard ASCE\/SEI 7-22 <\/td>\n<\/tr>\n
544<\/td>\nChapter C1: General
C1.1 Scope
C1.3 Basic Requirements <\/td>\n<\/tr>\n
550<\/td>\nC1.4 General Structural Integrity <\/td>\n<\/tr>\n
552<\/td>\nC1.5 Classification of Buildings and Other Structures <\/td>\n<\/tr>\n
555<\/td>\nC1.6 In Situ Load Tests
References <\/td>\n<\/tr>\n
556<\/td>\nOther References (not cited) <\/td>\n<\/tr>\n
558<\/td>\nChapter C2: Combinations of Loads
C2.1 General
C2.2 Symbols
C2.3 Load Combinations for Strength Design <\/td>\n<\/tr>\n
562<\/td>\nC2.4 Load Combinations for Allowable Stress Design <\/td>\n<\/tr>\n
564<\/td>\nC2.5 Load Combinations for Extraordinary Events <\/td>\n<\/tr>\n
565<\/td>\nReferences <\/td>\n<\/tr>\n
566<\/td>\nOther References (not cited) <\/td>\n<\/tr>\n
568<\/td>\n“Chapter C3: Dead Loads, Soil Loads, and Hydrostatic Pressure ”
C3.1 Dead Loads
C3.2 Soil Loads and Hydrostatic Pressure <\/td>\n<\/tr>\n
575<\/td>\nC3.3 Alternative Method for Loads from Water in Soil
References <\/td>\n<\/tr>\n
576<\/td>\nChapter C4: Live Loads
C4.3 Uniformly Distributed Live Loads <\/td>\n<\/tr>\n
578<\/td>\nC4.4 Concentrated Live Loads
“C4.5 Loads on Handrail, Guard, Grab Bar, and Vehicle Barrier Systems, and on Shower Seats and Fixed Ladders ” <\/td>\n<\/tr>\n
579<\/td>\nC4.6 Impact Loads
C4.7 Reduction in Uniform Live Loads <\/td>\n<\/tr>\n
581<\/td>\nC4.8 Reduction in Roof Live Loads
C4.9 Crane Loads
C4.10 Garages and Vehicular Floor Loads <\/td>\n<\/tr>\n
582<\/td>\nC4.11 Helipad Loads
C4.13 Library Stack Rooms
C4.14 Seating for Assembly Uses
C4.17 Solar Panel Loads
References <\/td>\n<\/tr>\n
584<\/td>\nChapter C5: Flood Loads
C5.1 General
C5.2 Definitions <\/td>\n<\/tr>\n
585<\/td>\nC5.3 design requirements
C5.4 Loads During Flooding <\/td>\n<\/tr>\n
592<\/td>\nChapter C6: Tsunami Loads and Effects
C6.1 GENERAL REQUIREMENTS <\/td>\n<\/tr>\n
600<\/td>\nC6.2 Definitions <\/td>\n<\/tr>\n
602<\/td>\nC6.3 Symbols and Notation
C6.4 TSUNAMI RISK CATEGORIES <\/td>\n<\/tr>\n
604<\/td>\nC6.5 ANALYSIS OF DESIGN INUNDATION DEPTH AND FLOW VELOCITY <\/td>\n<\/tr>\n
608<\/td>\nC6.6 INUNDATION DEPTHS AND FLOW VELOCITIES BASED ON RUNUP <\/td>\n<\/tr>\n
612<\/td>\nC6.7 INUNDATION DEPTHS AND FLOW VELOCITIES BASED ON SITESPECIFIC PROBABILISTIC TSUNAMI HAZARD ANALYSIS <\/td>\n<\/tr>\n
617<\/td>\nC6.8 STRUCTURAL DESIGN PROCEDURES FOR TSUNAMI EFFECTS <\/td>\n<\/tr>\n
623<\/td>\nC6.9 HYDROSTATIC LOADS <\/td>\n<\/tr>\n
624<\/td>\nC6.10 HYDRODYNAMIC LOADS <\/td>\n<\/tr>\n
630<\/td>\nC6.11 DEBRIS IMPACT LOADS <\/td>\n<\/tr>\n
634<\/td>\nC6.12 FOUNDATION DESIGN <\/td>\n<\/tr>\n
641<\/td>\nC6.13 STRUCTURAL COUNTERMEASURES FOR TSUNAMI LOADING <\/td>\n<\/tr>\n
642<\/td>\nC6.14 TSUNAMI VERTICAL EVACUATION REFUGE STRUCTURES <\/td>\n<\/tr>\n
643<\/td>\nC6.15 DESIGNATED NONSTRUCTURAL COMPONENTS AND SYSTEMS
C6.16 NONBUILDING TSUNAMI RISK CATEGORY III AND IV STRUCTURES
REFERENCES <\/td>\n<\/tr>\n
650<\/td>\nChapter C7: Snow Loads
C7.1 Definitions and Symbols
“C7.2 Ground Snow Loads, pg ” <\/td>\n<\/tr>\n
652<\/td>\n“C7.3 Flat Roof Snow Loads, pf ” <\/td>\n<\/tr>\n
653<\/td>\n“C7.4 Sloped Roof Snow Loads, ps ” <\/td>\n<\/tr>\n
654<\/td>\nC7.5 Partial Loading <\/td>\n<\/tr>\n
655<\/td>\nC7.6 Unbalanced Roof Snow Loads
C7.7 Drifts on Lower Roofs (Aerodynamic Shade) <\/td>\n<\/tr>\n
659<\/td>\nC7.8 Roof Projections and Parapets
C7.9 Sliding Snow <\/td>\n<\/tr>\n
660<\/td>\nC7.10 Rain-on-Snow Surcharge Load
C7.11 Ponding Instability
C7.12 Existing Roofs
C7.13 Snow on Open-Frame Equipment Structures <\/td>\n<\/tr>\n
661<\/td>\nC7.14 ALTERNATE PROCEDURE <\/td>\n<\/tr>\n
663<\/td>\nREFERENCES <\/td>\n<\/tr>\n
666<\/td>\nChapter C8: Rain Loads
C8.1 Definitions and Symbols
C8.2 DESIGN RAIN LOADS <\/td>\n<\/tr>\n
672<\/td>\nC8.3 Bays with Low Slope <\/td>\n<\/tr>\n
674<\/td>\nC8.4 Drainage to Existing Roofs
REFERENCES <\/td>\n<\/tr>\n
676<\/td>\nChapter C9: RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
678<\/td>\nChapter C10: Ice Loads – Atmospheric Icing
C10.1 General <\/td>\n<\/tr>\n
679<\/td>\nC10.2 Definitions <\/td>\n<\/tr>\n
681<\/td>\nC10.4 Ice Loads Caused By Freezing Rain <\/td>\n<\/tr>\n
683<\/td>\nC10.5 Wind on Ice-Covered Structures <\/td>\n<\/tr>\n
684<\/td>\nC10.6 Design Temperatures for Freezing Rain
C10.7 Partial Loading
REFERENCES <\/td>\n<\/tr>\n
688<\/td>\nChapter C11: Seismic Design Criteria
C11.1 General <\/td>\n<\/tr>\n
689<\/td>\nC11.2 Definitions <\/td>\n<\/tr>\n
693<\/td>\nC11.3 Symbols <\/td>\n<\/tr>\n
694<\/td>\nC11.4 Seismic Ground Motion Values <\/td>\n<\/tr>\n
696<\/td>\nC11.5 Importance Factor and Risk Category <\/td>\n<\/tr>\n
697<\/td>\nC11.6 Seismic Design Category <\/td>\n<\/tr>\n
698<\/td>\nC11.7 Design Requirements for Seismic Design Category A
C11.8 Geologic Hazards and Geotechnical Investigation <\/td>\n<\/tr>\n
700<\/td>\nC11.9 Vertical Ground Motions for Seismic Design <\/td>\n<\/tr>\n
701<\/td>\nREFERENCES <\/td>\n<\/tr>\n
702<\/td>\nOTHER REFERENCES (NOT CITED) <\/td>\n<\/tr>\n
704<\/td>\nChapter C12: Seismic Design Requirements for Building Structures
C12.1 Structural Design Basis <\/td>\n<\/tr>\n
707<\/td>\nC12.2 Structural System Selection <\/td>\n<\/tr>\n
712<\/td>\n“C12.3 Diaphragm Flexibility, Configuration Irregularities, and Redundancy ” <\/td>\n<\/tr>\n
718<\/td>\nC12.4 Seismic Load Effects and Combinations <\/td>\n<\/tr>\n
720<\/td>\nC12.5 Direction of Loading <\/td>\n<\/tr>\n
721<\/td>\nC12.6 Analysis Procedure Selection <\/td>\n<\/tr>\n
722<\/td>\nC12.7 Modeling Criteria <\/td>\n<\/tr>\n
724<\/td>\nC12.8 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n
734<\/td>\nC12.9 Linear Dynamic Analysis <\/td>\n<\/tr>\n
739<\/td>\n“C12.10 Diaphragms, Chords, and Collectors ” <\/td>\n<\/tr>\n
755<\/td>\nC12.11 Structural Walls and Their Anchorage <\/td>\n<\/tr>\n
756<\/td>\nC12.12 Drift and Deformation <\/td>\n<\/tr>\n
758<\/td>\nC12.13 Foundation Design <\/td>\n<\/tr>\n
765<\/td>\nC12.14 Simplified Alternative Structural Design Criteria for Simple Bearing <\/td>\n<\/tr>\n
770<\/td>\nChapter C13: Seismic Design Requirements for Nonstructural Components
C13.1 General <\/td>\n<\/tr>\n
775<\/td>\nC13.2 General Design Requirements <\/td>\n<\/tr>\n
778<\/td>\nC13.3 Seismic Demands on Nonstructural Components <\/td>\n<\/tr>\n
783<\/td>\nC13.4 Nonstructural Component Anchorage <\/td>\n<\/tr>\n
785<\/td>\nC13.5 Architectural Components <\/td>\n<\/tr>\n
792<\/td>\nC13.6 Mechanical and Electrical Components <\/td>\n<\/tr>\n
802<\/td>\nChapter C14: Material-specific seismic design and detailing requirements
C14.0 Scope
C14.1 Steel <\/td>\n<\/tr>\n
804<\/td>\nC14.2 Concrete
C14.3 Composite Steel and Concrete Structures <\/td>\n<\/tr>\n
805<\/td>\nC14.4 Masonry
C14.5 Wood <\/td>\n<\/tr>\n
808<\/td>\nChapter C15: Seismic Design Requirements for Nonbuilding Structures
C15.1 General <\/td>\n<\/tr>\n
812<\/td>\nC15.2 Nonbuilding Structures Connected by Nonstructural Components to Other Adjacent Structures <\/td>\n<\/tr>\n
813<\/td>\nC15.3 Nonbuilding Structures Supported by Other Structures <\/td>\n<\/tr>\n
814<\/td>\nC15.4 Structural Design Requirements <\/td>\n<\/tr>\n
817<\/td>\nC15.5 Nonbuilding Structures Similar to Buildings <\/td>\n<\/tr>\n
819<\/td>\nC15.6 General Requirements for Nonbuilding Structures not Similar to Buildings <\/td>\n<\/tr>\n
822<\/td>\nC15.7 Tanks and Vessels <\/td>\n<\/tr>\n
835<\/td>\nC15.8 Consensus Standards and Other Referenced Documents <\/td>\n<\/tr>\n
838<\/td>\nChapter C16: Nonlinear Response History Analysis
C16.1 General Requirements <\/td>\n<\/tr>\n
839<\/td>\nC16.2 Ground Motions <\/td>\n<\/tr>\n
843<\/td>\nC16.3 Modeling and Analysis <\/td>\n<\/tr>\n
854<\/td>\nChapter C17: Seismic Design Requirements for Seismically Isolated Structures
C17.1 General <\/td>\n<\/tr>\n
855<\/td>\nC17.2 General Design Requirements <\/td>\n<\/tr>\n
863<\/td>\nC17.3 Seismic Hazard
C17.4 Analysis Procedure Selection
C17.5 Equivalent Lateral Force Procedure <\/td>\n<\/tr>\n
868<\/td>\nC17.6 Dynamic Analysis Procedures <\/td>\n<\/tr>\n
870<\/td>\nC17.7 Design Review
C17.8 Testing <\/td>\n<\/tr>\n
876<\/td>\nChapter C18: Seismic Design Requirements for Structures with Damping Systems
C18.1 General
C18.2 General Design Requirements <\/td>\n<\/tr>\n
880<\/td>\nC18.3 Nonlinear Response History Procedure
C18.4 Seismic Load Conditions and Acceptance Criteria for Nonlinear Response History Procedure <\/td>\n<\/tr>\n
881<\/td>\nC18.5 Design Review
C18.6 Testing <\/td>\n<\/tr>\n
882<\/td>\nC18.7 Alternate Procedures and Corresponding Acceptance Criteria <\/td>\n<\/tr>\n
886<\/td>\nChapter C19: Soil-Structure Interaction for Seismic Design
C19.1 General <\/td>\n<\/tr>\n
887<\/td>\nC19.2 SSI Adjusted Structural Demands <\/td>\n<\/tr>\n
888<\/td>\nC19.3 Foundation Damping Effects <\/td>\n<\/tr>\n
890<\/td>\nC19.4 Base Slab Averaging and Embedment (Kinematic) SSI Effects <\/td>\n<\/tr>\n
892<\/td>\nChapter C20: Site Classification Procedure for Seismic Design
C20.1 Site Classification
C20.2 Site Class Definitions <\/td>\n<\/tr>\n
893<\/td>\nC20.3 Estimation of Shear Wave Velocity Profiles <\/td>\n<\/tr>\n
894<\/td>\nC20.4 Definitions of Site Class Parameters <\/td>\n<\/tr>\n
896<\/td>\nChapter C21: Site-Specific Ground Motion Procedures for Seismic Design
C21.1 Site Response Analysis <\/td>\n<\/tr>\n
897<\/td>\nC21.2 Risk-Targeted Maximum Considered Earthquake (MCER) Ground Motion Hazard Analysis <\/td>\n<\/tr>\n
899<\/td>\nC21.3 Design Response Spectrum
C21.4 Design Acceleration Parameters <\/td>\n<\/tr>\n
900<\/td>\nC21.5 Maximum Considered Earthquake Geometric Mean (MCEG) Peak Ground Acceleration <\/td>\n<\/tr>\n
902<\/td>\nChapter C22: Seismic Ground Motion Long-Period Transition Maps <\/td>\n<\/tr>\n
914<\/td>\nChapter C23: Seismic Design Reference Documents <\/td>\n<\/tr>\n
916<\/td>\nChapter C24: RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
918<\/td>\nChapter C25: RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
920<\/td>\nChapter C26: Wind Loads: General Requirements
C26.1 Procedures <\/td>\n<\/tr>\n
922<\/td>\nC26.2 Definitions <\/td>\n<\/tr>\n
923<\/td>\nC26.3 Symbols
C26.4 General
C26.5 Wind Hazard Map <\/td>\n<\/tr>\n
932<\/td>\nC26.6 Wind Directionality Factor
C26.7 Exposure <\/td>\n<\/tr>\n
935<\/td>\nC26.8 Topographic Effects <\/td>\n<\/tr>\n
937<\/td>\nC26.9 Ground Elevation Factor
C26.10 Velocity Pressure <\/td>\n<\/tr>\n
942<\/td>\nC26.11 Gust Effects <\/td>\n<\/tr>\n
948<\/td>\nC26.12 Enclosure Classification <\/td>\n<\/tr>\n
949<\/td>\nC26.13 Internal Pressure Coefficients <\/td>\n<\/tr>\n
956<\/td>\nChapter C27: Wind Loads on Buildings: Main Wind Force Resisting System (Directional Procedure)
C27.1 Scope
C27.2 General Requirements
C27.3 Wind Loads: Main Wind Force Resisting System <\/td>\n<\/tr>\n
962<\/td>\nChapter C28: Wind Loads on Buildings: Main Wind Force Resisting System (Envelope Procedure)
C28.2 General Requirements
C28.3 Wind Loads: Main Wind Force Resisting System <\/td>\n<\/tr>\n
968<\/td>\nChapter C29: Wind Loads on Building Appurtenances and Other Structures: Main Wind Force Resisting System (Directional Procedure)
C29.3 Design Wind Loads: Solid Freestanding Walls and Solid Signs <\/td>\n<\/tr>\n
969<\/td>\nC29.4 Design Wind Loads: Other Structures <\/td>\n<\/tr>\n
972<\/td>\nC29.5 Parapets <\/td>\n<\/tr>\n
974<\/td>\nC29.7 Minimum Design Wind Loading <\/td>\n<\/tr>\n
976<\/td>\nChapter C30: Wind Loads: Components and Cladding
C30.1 Scope <\/td>\n<\/tr>\n
978<\/td>\nC30.3 Building Types <\/td>\n<\/tr>\n
982<\/td>\nC30.5 Building Types
C30.9 Attached Canopies on Buildings <\/td>\n<\/tr>\n
983<\/td>\n“C30.10 Circular Bins, Silos, and Tanks with h ≤ 120 ft (36.5m) ” <\/td>\n<\/tr>\n
984<\/td>\nC30.12 Roof Pavers for Buildings of All Heights with Roof Slopes Less Than Or Equal to 7 Degrees <\/td>\n<\/tr>\n
988<\/td>\nChapter C31: Wind Tunnel Procedure <\/td>\n<\/tr>\n
989<\/td>\n“C31.4 Site Specific Load Effects for Buildings, Other Structures, and Components ” <\/td>\n<\/tr>\n
990<\/td>\n“C31.5 Load Effects for Buildings, Other Structures, and Components Used at Multiple Sites ” <\/td>\n<\/tr>\n
992<\/td>\nChapter C32: Tornado Loads
C32.1 Procedures <\/td>\n<\/tr>\n
994<\/td>\nC32.3 Symbols and Notation
C32.5 Tornado Hazard Maps <\/td>\n<\/tr>\n
997<\/td>\nC32.6 Tornado Directionality Factor <\/td>\n<\/tr>\n
998<\/td>\nC32.7 Tornado Exposure
C32.8 Topographic Factor
C32.9 Ground Elevation Factor
C32.10 Tornado Velocity Pressure <\/td>\n<\/tr>\n
999<\/td>\nC32.11 Tornado Gust Effects <\/td>\n<\/tr>\n
1000<\/td>\nC32.12 Tornado Enclosure Classification
C32.13 Tornado Internal Pressure Coefficients <\/td>\n<\/tr>\n
1001<\/td>\nC32.14 Tornado External Pressure Coefficients
C32.15 Tornado Loads on Buildings: Main Wind Force Resisting System <\/td>\n<\/tr>\n
1002<\/td>\nC32.16 Tornado Loads On Building Appurtenances and Other Structures: Main Wind Force Resisting System
C32.17 Tornado Loads: Components and Cladding <\/td>\n<\/tr>\n
1003<\/td>\nC32.18 Tornado Loads: Wind Tunnel Procedure <\/td>\n<\/tr>\n
1006<\/td>\nAPPENDIX CA: RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
1008<\/td>\nAPPENDIX CB: RESERVED FOR FUTURE COMMENTARY <\/td>\n<\/tr>\n
1010<\/td>\nAppendix CC: Serviceability Considerations
CC.1 Serviceability Considerations
“CC.2 Deflection, Vibration, and Drift ” <\/td>\n<\/tr>\n
1022<\/td>\nCC.3 Design for Long-Term Deflection
CC.4 Camber
CC.5 Expansion and Contraction
CC.6 Durability <\/td>\n<\/tr>\n
1024<\/td>\nAppendix CD: Buildings Exempted from Torsional Wind Load Cases <\/td>\n<\/tr>\n
1026<\/td>\nAppendix CE: Performance-Based Design Procedures for Fire Effects on Structures
CE.1 Scope
CE.2 Definitions <\/td>\n<\/tr>\n
1027<\/td>\nCE.3 General Requirements
CE.4 Performance Objectives <\/td>\n<\/tr>\n
1028<\/td>\nCE.5 Thermal Analysis of Fire Effects <\/td>\n<\/tr>\n
1030<\/td>\nCE.6 Structural Analysis of Fire Effects <\/td>\n<\/tr>\n
1034<\/td>\nAppendix CF: Wind Hazard Maps for Long Return Periods
CF.1 Scope
CF.2 Wind Speeds <\/td>\n<\/tr>\n
1036<\/td>\nAppendix CG: Tornado Hazard Maps for Long Return Periods
CG.1 Scope
CG.2 Tornado Speeds <\/td>\n<\/tr>\n
1038<\/td>\nINDEX <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

ASCE Standard 7: Minimum Design Loads and Associated Criteria for Buildings and Other Structures<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASCE<\/b><\/a><\/td>\n2022<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":385067,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2660],"product_tag":[],"class_list":{"0":"post-385060","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\/385060","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\/385067"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=385060"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=385060"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=385060"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}