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Record Nr. |
UNINA9911007001103321 |
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Autore |
Stafford T. Eric |
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Titolo |
Wind Loads : Guide to the Wind Load Provisions of ASCE 7-22 |
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Pubbl/distr/stampa |
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Reston : , : American Society of Civil Engineers, , 2023 |
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©2023 |
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ISBN |
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Edizione |
[1st ed.] |
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Descrizione fisica |
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1 online resource (209 pages) |
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Collana |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Wind resistant design--Standards--United States |
Building, Stormproof--Standards--United States |
Wind-pressure |
Gust loads |
Buildings--Aerodynamics |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Nota di contenuto |
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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 |
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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. |
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Sommario/riassunto |
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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 constructing buildings for residential and commercial purposes. |
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