03906nam 2200661 a 450 991046344780332120200520144314.00-7844-7778-7(CKB)2670000000386417(EBL)3115640(SSID)ssj0000916565(PQKBManifestationID)11570836(PQKBTitleCode)TC0000916565(PQKBWorkID)10875438(PQKB)10090741(MiAaPQ)EBC3115640(Au-PeEL)EBL3115640(CaPaEBR)ebr10722504(OCoLC)864675522(EXLCZ)99267000000038641720130304d2013 uy 0engur|n|---|||||txtccrWind loads[electronic resource] guide to the wind load provisions of ASCE 7-10 /Kishor C. Mehta, William L. CoulbourneReston, Va. American Society of Civil Engineers20131 online resource (185 p.)Revision of: Wind loads : guide to the wind load provisions of ASCE 7-05 / Kishor C. Mehta, William L. Coulbourne, copyrighted in 2010.0-7844-1275-8 Includes bibliographical references and index.""Cover""; ""Contents""; ""Preface""; ""Unit Conversions""; ""General Requirements""; ""1. Introduction""; ""1.1 Objective of the Guide""; ""1.2 Significant Changes and Additions""; ""1.3 Limitations of the Standard""; ""1.4 Technical Literature""; ""2. Wind Load Provisions""; ""2.1 Format""; ""2.2 Velocity Pressure""; ""2.3 Analytical Procedure""; ""2.4 Simplified Procedure""; ""2.5 Wind Tunnel Procedure""; ""2.6 Equations for Graphs""; ""3. Wind Speeds and Related Risks""; ""3.1 Wind Speed Maps""; ""3.2 Load Factors""; ""3.3 Wind Risks""; ""Examples""; ""4. 160-ft-Tall Office Building""""4.1 Analytical Procedure""""4.2 Building Located on an Escarpment""; ""4.3 Simplified Method for Buildings Less Than 160 ft Tall""; ""5. Commercial/Warehouse Metal Building""; ""5.1 Analytical Procedure""; ""5.2 Simplified Method for Low-Rise Building""; ""6. Commercial Building with Concrete Masonry Unit Walls""; ""6.1 Analytical Procedure""; ""6.2 Simplified Method for Low-Rise Buildings""; ""7. Commercial Building with Monoslope Roof and Overhang""; ""7.1 Analytical Procedure""; ""8. L-Shaped House with Gable/Hip Roof""; ""8.1 Analytical Procedure""; ""9. U-Shaped Apartment Building""""9.1 Analytical Procedure""""10. Open Building with Gable Roof""; ""11. Domed Roof Building""; ""11.1 Analytical Procedure""; ""12. Unusually Shaped Building""; ""12.1 Analytical Procedure""; ""13. Billboard Sign on Flexible Poles""; ""13.1 Analytical Procedure""; ""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""; ""A""; ""B""; ""C""; ""D""; ""E""; ""F""; ""G""; ""H""; ""I""""L""""M""; ""O""; ""P""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""; ""About the Authors""Wind-pressureWind resistant designBuildingsStandardsUnited StatesBuildingsAerodynamicsGust loadsElectronic books.Wind-pressure.Wind resistant design.BuildingsStandardsBuildingsAerodynamics.Gust loads.690/.21Mehta Kishor C927617Coulbourne William L927618American Society of Civil Engineers.MiAaPQMiAaPQMiAaPQBOOK9910463447803321Wind loads2084047UNINA