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Wind loads : guide to the wind load provisions of ASCE 7-22 /

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"Authors Stafford and Reinhold provide a comprehensive overview of the wind load provisions in Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-22, focusing on providing direction while using the provisions that affect planning, designing, and construc...

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Bibliographic Details
Main Authors: Stafford, T. Eric (Author), Reinhold, Timothy A., 1951- (Author)
Corporate Author: American Society of Civil Engineers
Format: eBook
Language:English
Published: Reston, Virginia : American Society of Civil Engineers, [2023]
Subjects:
Wind resistant design > Standards > United States.
Building, Stormproof > Standards > United States.
Wind-pressure.
Gust loads.
Buildings > Aerodynamics.
Constructions > Résistance au vent > Normes > États-Unis.
Construction à l'épreuve de la tempête > Normes > États-Unis.
Pression du vent.
Constructions > Aérodynamique.
Electronic books.
Online Access:Connect to the full text of this electronic book
Table of Contents:
  • Intro
  • Title-Page_online
  • FM_online
  • Ch01_online
  • Chapter 1:
  • 1.1 Objectives of the Guide
  • 1.2 Overview, Changes, and Additions
  • 1.3&ensp
  • Reliability of Wind Loads Developed Using Provisions in the Standard
  • 1.3.1 Assessment of Wind Climate
  • 1.3.2 Adjustment Factors for Exposure, Height, and Elevation
  • 1.3.3 Peak Factors and Gust Effect Factors
  • Pressure and Force Coefficients
  • 1.4 Significant Limitations
  • 1.5 Technical Literature
  • Ch02_online
  • Chapter 2:
  • 2.1 Options for Determining Wind Loads
  • 2.2 Getting Started: Reference Velocity Pressure(s)
  • 2.2.1 Analytical Procedure
  • 2.2.2 Terrain Exposure
  • 2.2.3 Topographic Effects
  • 2.2.4 Ground Elevation (Air Density) Factor
  • 2.2.5 Basic Wind Speed
  • 2.2.6 Site-Specific Reference Pressures
  • 2.3 Main Wind Force Resisting System Wind Loads for Buildings
  • 2.4 Component and Cladding Wind Loads
  • 2.5 Determining Enclosure Classification
  • 2.6 Wind Tunnel Procedure
  • ch03_online
  • Chapter 3:
  • 3.1 Limitations
  • 3.2 Load Application
  • 3.3 Low-Rise Building: Commercial/Warehouse Metal Building
  • 3.4 160 ft Tall Office Building
  • 3.5 160 ft Tall Office Building with Topographic Effects
  • 3.5.1 Topographic Effects Using Section 26.8 of ASCE 7-22
  • 3.5.2 Topographic Effects Using Basic Design Wind Speed Maps that Include Topographic Speedup Effects
  • 3.6 Domed Roof Building
  • 3.7 Open Building with Gable Roof
  • 3.8 Commercial Building with Monoslope Roof and Overhang
  • 3.9 L-Shaped House with Gable/Hip Roof
  • Ch04_online
  • ch05_online
  • Chapter 5:
  • 5.1 Billboard Sign on Flexible Poles
  • 5.2 Wind Loads on Rooftop Equipment
  • 5.2.1 Overall Lateral and Uplift Loads on Rooftop Equipment
  • 5.2.2 Component and Cladding Loads on Rooftop Equipment
  • 5.3 Wind Loads on Rooftop Solar Panels Installed Parallel to the Roof
  • Ch06_online
  • Chapter 6:
  • 6.1 Commercial Building with a Flat Roof
  • 6.2 Commercial/Warehouse Building with a Gable Roof
  • 6.3 L-Shaped House with a Gable/Hip Roof
  • 6.4 Wind Pressure Calculations for Windows and Doors of a Residential Building
  • 6.5 Commercial Building with Monoslope Roof and Overhang
  • 6.6 Open Building with Gable Roof
  • 6.7 Domed Roof Building
  • Ch07_online
  • Chapter 7:
  • 7.1 High-Rise Building with a Flat Roof
  • AppA_online
  • Appendix A:
  • A.1 BUILDING TYPES
  • A.1.1 Conditions
  • A.1.2 Design Wind Pressures
  • Appendix B_online
  • Appendix B:
  • References_online
  • Index_online
  • bio_online