| 000 -LEADER |
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11221nam a22004573i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
EBC6822239 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MiAaPQ |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20221230093433.0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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| fixed length control field |
cr cnu|||||||| |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
221228s2021 xx o ||||0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9780784483497 |
| Qualifying information |
(electronic bk.) |
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| Cancelled/invalid ISBN |
9780784415788 |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(MiAaPQ)EBC6822239 |
|
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| System control number |
(Au-PeEL)EBL6822239 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
MiAaPQ |
| Language of cataloging |
eng |
| Description conventions |
rda |
| -- |
pn |
| Transcribing agency |
MiAaPQ |
| Modifying agency |
MiAaPQ |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
(ASCE), American Society of Civil Engineers. |
| 245 10 - TITLE STATEMENT |
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| Title |
Minimum Design Loads and Associated Criteria for Buildings and Other Structures. |
| 264 #1 - |
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| -- |
Reston : |
| -- |
American Society of Civil Engineers, |
| -- |
2021. |
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| -- |
�2022. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
1 online resource (1046 pages) |
| 336 ## - |
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| -- |
text |
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txt |
| -- |
rdacontent |
| 337 ## - |
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| -- |
computer |
| -- |
c |
| -- |
rdamedia |
| 338 ## - |
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| -- |
online resource |
| -- |
cr |
| -- |
rdacarrier |
| 490 1# - SERIES STATEMENT |
|---|
| Series statement |
Standards Ser. ; |
| Volume number/sequential designation |
v.ASCE/SEI 7-22 |
| 505 0# - FORMATTED CONTENTS NOTE |
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| Formatted contents note |
Cover -- Tips for Using This Standard -- Tips for Using the ASCE 7 Hazard Tool -- Brief Contents -- Contents -- Preface -- Acknowledgments -- Dedication -- Chapter 1: General -- 1.1 Scope -- 1.2 Definitions and Symbols -- 1.2.1 Definitions -- 1.2.2 Symbols -- 1.3 Basic Requirements -- 1.3.1 Strength and Stiffness -- 1.3.1.1 Strength Procedures -- 1.3.1.2 Allowable Stress Procedures -- 1.3.1.3 Performance-Based Procedures -- 1.3.1.3.1 Analysis -- 1.3.1.3.2 Project-Specific Performance Capability Testing -- 1.3.1.3.3 Documentation -- 1.3.1.3.4 Peer Review -- 1.3.2 Serviceability -- 1.3.3 Functionality -- 1.3.4 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 -- 1.5.3 Toxic, Highly Toxic, and Explosive Substances -- 1.6 In Situ Load Tests -- 1.6.1 Load Test Procedure Specified Elsewhere -- 1.6.2 Load Test Procedure Not Specified Elsewhere -- 1.7 Consensus Standards and Other Referenced Documents -- Chapter 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 -- 2.3.5 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. |
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| Formatted contents note |
2.4.2 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 -- 2.5.2.1 Capacity -- 2.5.2.2 Residual Capacity -- 2.5.3 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 -- Chapter 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 -- 3.2 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 -- Chapter 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 -- 4.3.3.1 Partial Loading of Roofs -- 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 -- 4.5.1.1 Uniform Load -- 4.5.1.2 Guard System Component Loads -- 4.5.2 Grab Bar Systems and Shower Seats -- 4.5.3 Vehicle Barrier Systems -- 4.5.4 Fixed Ladders -- 4.6 Impact Loads -- 4.6.1 General -- 4.6.2 Elevators -- 4.6.3 Machinery. |
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| Formatted contents note |
4.6.4 Elements Supporting Hoists for Fa�cade 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 -- 4.7.6 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 -- 4.9.4 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 -- 4.13 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 -- Chapter 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 -- 5.4.3 Hydrodynamic Loads -- 5.4.4 Wave Loads -- 5.4.4.1 Breaking Wave Loads on Vertical Pilings and Columns -- 5.4.4.2 Breaking Wave Loads on Vertical Walls -- 5.4.4.3 Breaking Wave Loads on Nonvertical Walls. |
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| Formatted contents note |
5.4.4.4 Breaking Wave Loads from Obliquely Incident Waves -- 5.4.5 Impact Loads -- 5.5 Consensus Standards and Other Referenced Documents -- Chapter 6: Tsunami Loads and Effects -- 6.1 General Requirements -- 6.1.1 Scope -- 6.2 Definitions -- 6.3 Symbols and Notation -- 6.4 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 -- 6.5.1.1. Runup Evaluation for Areas Where No Map Values Are Given -- 6.5.2 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 -- 6.6.3 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 -- 6.7.2 Tsunamigenic Sources -- 6.7.3 Earthquake Rupture Unit Source Tsunami Functions for Offshore Tsunami Amplitude -- 6.7.4 Treatment of Modeling and Natural Uncertainties -- 6.7.5 Offshore Tsunami Amplitude -- 6.7.5.1 Offshore Tsunami Amplitude for Distant Seismic Sources -- 6.7.5.2 Direct Computation of Probabilistic Inundation and Runup -- 6.7.5.3 Use of Higher-Order Tsunami Model Features -- 6.7.6 Procedures for Determining Tsunami Inundation and Runup -- 6.7.6.1 Representative Design Inundation Parameters -- 6.7.6.2 Seismic Subsidence before Tsunami Arrival -- 6.7.6.3 Model Macroroughness Parameter -- 6.7.6.4 Nonlinear Modeling of Inundation -- 6.7.6.5 Model Spatial Resolution -- 6.7.6.6 Built Environment -- 6.7.6.7 Inundation Model Validation -- 6.7.6.7.1 Historical or Paleotsunami Inundation Data. |
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| Formatted contents note |
6.7.6.7.2 Model Validation by Benchmark Tests -- 6.7.6.7.3 Tsunami Bore Formation or Soliton Fission -- 6.7.6.8 Determining Site-Specific Inundation Flow Parameters -- 6.7.6.9 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 -- 6.8.3.1 Load Cases -- 6.8.3.2 Tsunami Importance Factors -- 6.8.3.3 Load Combinations -- 6.8.3.4 Lateral-Force-Resisting System Acceptance Criteria -- 6.8.3.5 Structural Component Acceptance Criteria -- 6.8.3.5.1 Acceptability Criteria by Component Design Strength -- 6.8.3.5.2 Alternative Performance-Based Criteria -- 6.8.3.5.3 Alternative Acceptability by Progressive Collapse Avoidance -- 6.8.4 Minimum Fluid Density for Tsunami Loads -- 6.8.5 Flow Velocity Amplification -- 6.8.5.1 Upstream Obstructing Structures -- 6.8.5.2 Flow Velocity Amplification by Physical or Numerical Modeling -- 6.8.6 Directionality of Flow -- 6.8.6.1 Flow Direction -- 6.8.6.2 Site-Specific Directionality -- 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 -- 6.8.10 Physical Modeling of Tsunami Flow, Loads, and Effects -- 6.9 Hydrostatic Loads -- 6.9.1 Buoyancy -- 6.9.2 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. |
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| Formatted contents note |
6.10.2.1 Overall Drag Force on Buildings and Other Structures. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc |
Standard ASCE/SEI 7-22 provides requirements for general structural design and includes means for determining various loads and their combinations, which are suitable for inclusion in building codes and other documents. |
| 588 ## - |
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| -- |
Description based on publisher supplied metadata and other sources. |
| 590 ## - LOCAL NOTE (RLIN) |
|---|
| Local note |
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2022. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries. |
| 655 #4 - INDEX TERM--GENRE/FORM |
|---|
| Genre/form data or focus term |
Electronic books. |
| 776 08 - ADDITIONAL PHYSICAL FORM ENTRY |
|---|
| Display text |
Print version: |
| Main entry heading |
(ASCE), American Society of Civil Engineers |
| Title |
Minimum Design Loads and Associated Criteria for Buildings and Other Structures |
| Place, publisher, and date of publication |
Reston : American Society of Civil Engineers,c2021 |
| International Standard Book Number |
9780784415788 |
| 797 2# - LOCAL ADDED ENTRY--CORPORATE NAME (RLIN) |
|---|
| Corporate name or jurisdiction name as entry element |
ProQuest (Firm) |
| 830 #0 - SERIES ADDED ENTRY--UNIFORM TITLE |
|---|
| Uniform title |
Standards Ser. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
|---|
| Public note |
Click to View |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
|
| Koha item type |
E-book |
