MARC Record from marc_columbia

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008 200325t20202020vau fo 001 0 eng d
035 $a(OCoLC)on1146047941
035 $a(NNC)16105264
040 $aVASCE$beng$erda$cVASCE$dOCLCO$dYDX$dEBLCP$dUIU$dOCLCF$dOCLCO
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035 $a(OCoLC)1146047941
050 4 $aTH891$b.C68 2020
082 04 $a690/.21
049 $aZCUA
100 1 $aCoulbourne, William L.$eauthor.$4aut
245 10 $aWind Loads$bGuide to the Wind Load Provisions of ASCE 7-16$cby William L. Coulbourne, et al.
264 31 $aReston, VA$bAmerican Society of Civil Engineers$c2020, c2020
300 $a1 online resource
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
520 3 $aWind 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 that affect the planning, design, and construction of buildings for residential and commercial purposes.Whereas the 2016 revision of ASCE 7 has retained the previously reorganized wind load provisions, the important changes in the ASCE 7-16 wind load provisions areModified wind speed maps for the country west of the hurricane-prone region;A fourth wind speed map for Risk Category IV structures;Revised methodology to determine exposure category;Addition of a ground elevation factor to the velocity pressure equation;New provisions for roof top solar arrays, canopies, and bins, tanks, and silos; andRevised pressure coefficients for components and cladding for sloped roofs.Wind Loads provides users with tools and insight to apply ASCE 7-16 in everyday practice. This updated guide introduces readers to the relevant sections of the standard and provides an extensive overview of the design procedures and the revised wind speed maps.This guide includes 14 chapters with 10 worked examples of real-life design problems applying the appropriate use of analytical and simplified procedures for calculating wind loads for a variety of common structure types, as well as answers to more than 30 frequently asked questions, grouped by topic.This book is an essential reference for practicing structural engineers, as it offers the most authoritative and in-depth interpretation of the wind loads section of Standard ASCE/SEI 7-16.William L. Coulbourne, P.E., is a structural engineering consultant located in Annapolis, Maryland. He is a member of the ASCE 7 Wind Load Task Committee, and he coauthored the wind loads guide to ASCE/SEI 7-05 and ASCE/SEI 7-10.T. Eric Stafford, P.E. is a structural engineering consultant located in Birmingham, Alabama. He is a member of the ASCE 7 Wind Load Task Committee, and he has coauthored Significant Changes to the Minimum Design Load Provisions of ASCE 7-16 and authored Significant Changes to the Wind Load Provisions of ASCE 7-10: An Illustrated Guide.
588 $aPrint version record.
505 0 $aIntro -- 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
505 8 $a3.2 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
505 8 $a6.3 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
505 8 $aChapter 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
650 0 $aWind-pressure.
650 0 $aWind resistant design.
650 0 $aBuildings$xStandards$zUnited States.
650 0 $aBuildings$xAerodynamics.
650 0 $aGust loads.
650 6 $aPression du vent.
650 6 $aConstructions$xRésistance au vent.
650 6 $aConstructions$xNormes$zÉtats-Unis.
650 6 $aConstructions$xAérodynamique.
650 7 $awind loads.$2aat
650 7 $aBuildings$xAerodynamics.$2fast$0(OCoLC)fst00840967
650 7 $aBuildings$xStandards.$2fast$0(OCoLC)fst00841161
650 7 $aGust loads.$2fast$0(OCoLC)fst00949518
650 7 $aWind-pressure.$2fast$0(OCoLC)fst01175736
650 7 $aWind resistant design.$2fast$0(OCoLC)fst01175685
651 7 $aUnited States.$2fast$0(OCoLC)fst01204155
653 0 $aWind speed
653 0 $aWind loads
653 0 $aConsulting services
653 0 $aBuilding design
653 0 $aWind forces
653 0 $aWind pressure
653 0 $aLoad factors
653 0 $aProfessional societies
653 5 $aUnited States
653 5 $aMaryland
653 5 $aAlabama
655 0 $aElectronic books.
655 4 $aElectronic books.
700 1 $aStafford, T. Eric$eauthor.$4aut
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio16105264$zACADEMIC - Civil Engineering & Construction Materials
852 8 $blweb$hEBOOKS