Wind Loads Guide to the Wind Load Provisions of ASCE 7-16

Wind Loads: Guide to the Wind Load Provisions of ASCE 7-16 provides a comprehensive overview of the wind load provisions in Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-16. In this helpful guide, authors Coulbourne and Stafford focus on the provisions t...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Coulbourne, William L. (Autor), Stafford, T. Eric (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Reston, VA American Society of Civil Engineers 2020, c2020
Temas:
Wind-pressure.
Wind resistant design.
Buildings > Standards > United States.
Buildings > Aerodynamics.
Gust loads.
Pression du vent.
Constructions > Résistance au vent.
Constructions > Normes > États-Unis.
Constructions > Aérodynamique.
wind loads.
Buildings > Aerodynamics
Buildings > Standards
Gust loads
Wind-pressure
Wind resistant design
United States
Wind speed
Wind loads
Consulting services
Building design
Wind forces
Wind pressure
Load factors
Professional societies
Maryland
Alabama
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Intro
  • Contents
  • Preface
  • Acknowledgments
  • Unit Abbreviations
  • Chapter 1: Introduction
  • 1.1 Objective of the Guide
  • 1.2 Significant Changes and Additions
  • 1.3 Limitations of the Standard
  • 1.4 Technical Literature
  • Chapter 2: Wind Load Provisions
  • 2.1 Format
  • 2.2 Velocity Pressure
  • 2.3 Analytical Procedures
  • 2.4 Simplified Procedure
  • 2.5 Determining Exposure Category
  • 2.6 Determining Enclosure Classification
  • 2.7 Wind Tunnel Procedure
  • 2.8 Significant Changes to Components and Cladding
  • Chapter 3: Wind Speeds and Related Risks
  • 3.1 Basic Wind Speed Maps
  • 3.2 Load Factors
  • 3.3 Wind Risks
  • Chapter 4: 160 ft Tall Office Building
  • 4.1 Directional Procedure: MWFRS
  • 4.2 Design Pressures for Components and Cladding
  • 4.3 Building Located on an Escarpment
  • 4.4 Simplified Method for Buildings Less Than 160 ft Tall
  • Chapter 5: Commercial/Warehouse Metal Building
  • 5.1 Directional Procedure
  • 5.2 Envelope Procedure
  • 5.3 Comparison of Directional and Envelope Procedures for Design Wind Loads
  • Chapter 6: Commercial Building with Concrete Masonry Unit Walls
  • 6.1 Directional Procedure
  • 6.2 Enclosed Simple Diaphragm Low-Rise Buildings
  • 6.3 Comparison of Directional and Simplified Methods for Enclosed Simple Diaphragm Low-Rise Buildings
  • Chapter 7: Commercial Building with Monoslope Roof and Overhang
  • 7.1 Directional Procedure
  • Chapter 8: L-Shaped House with Gable/Hip Roof
  • 8.1 Procedures
  • Chapter 9: U-Shaped Apartment Building
  • 9.1 Directional Procedure
  • Chapter 10: Open Building with Gable Roof
  • 10.1 Procedures
  • Chapter 11: Domed Roof Building
  • 11.1 Procedures
  • Chapter 12: Unusually Shaped Building
  • 12.1 Directional Procedure
  • Chapter 13: Billboard Sign on Flexible Poles
  • 13.1 Analytical Procedure
  • Chapter 14: Frequently Asked Questions
  • 14.1 Wind Speed
  • 14.2 Load Factor
  • 14.3 Terrain Exposure
  • 14.4 MWFRS and C&C
  • 14.5 Gust Effect Factor
  • 14.6 Pressure Coefficient
  • 14.7 Force Coefficient
  • 14.8 Miscellaneous
  • References
  • Index
  • About the Authors

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