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101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aWind loads$b[electronic resource] $eguide to the wind load provisions of ASCE 7-10 /$fKishor C. Mehta, William L. Coulbourne
210   $aReston, Va. $cAmerican Society of Civil Engineers$d2013
215   $a1 online resource (185 p.)
300   $aRevision of: Wind loads : guide to the wind load provisions of ASCE 7-05 / Kishor C. Mehta, William L. Coulbourne, copyrighted in 2010.
311   $a0-7844-1275-8 
320   $aIncludes bibliographical references and index.
327   $a""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""
327   $a""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""
327   $a""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""
327   $a""L""""M""; ""O""; ""P""; ""R""; ""S""; ""T""; ""U""; ""V""; ""W""; ""About the Authors""
606   $aWind-pressure
606   $aWind resistant design
606   $aBuildings$xStandards$zUnited States
606   $aBuildings$xAerodynamics
606   $aGust loads
608   $aElectronic books.
615  0$aWind-pressure.
615  0$aWind resistant design.
615  0$aBuildings$xStandards
615  0$aBuildings$xAerodynamics.
615  0$aGust loads.
676   $a690/.21
700   $aMehta$b Kishor C$0927617
701   $aCoulbourne$b William L$0927618
712 02$aAmerican Society of Civil Engineers.
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910463447803321
996   $aWind loads$92084047
997   $aUNINA