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Eric Wind Loads Reston : American Society of Civil Engineers,c2023 327 $aIntro -- 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. 327 $aChapter 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. 330 $aAuthors Stafford and Reinhold provide a comprehensive overview of the wind load provisions in Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-22, focusing on providing direction while using the provisions that affect planning, designing, and constructing buildings for residential and commercial purposes. 410 0$aASCE Press Series 606 $aWind resistant design--Standards--United States 606 $aBuilding, Stormproof--Standards--United States 606 $aWind-pressure 606 $aGust loads 606 $aBuildings--Aerodynamics 615 0$aWind resistant design--Standards--United States. 615 0$aBuilding, Stormproof--Standards--United States. 615 0$aWind-pressure. 615 0$aGust loads. 615 0$aBuildings--Aerodynamics. 676 $a693.8/9 700 $aStafford$b T. Eric$01824547 701 $aReinhold$b Timothy A$01390308 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911007001103321 996 $aWind Loads$94391751 997 $aUNINA