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Wind loads [[electronic resource] ] : guide to the wind load provisions of ASCE 7-10 / / Kishor C. Mehta, William L. Coulbourne



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Autore: Mehta Kishor C Visualizza persona
Titolo: Wind loads [[electronic resource] ] : guide to the wind load provisions of ASCE 7-10 / / Kishor C. Mehta, William L. Coulbourne Visualizza cluster
Pubblicazione: Reston, Va., : American Society of Civil Engineers, 2013
Descrizione fisica: 1 online resource (185 p.)
Disciplina: 690/.21
Soggetto topico: Wind-pressure
Wind resistant design
Buildings - Standards - United States
Buildings - Aerodynamics
Gust loads
Soggetto genere / forma: Electronic books.
Altri autori: CoulbourneWilliam L  
Note generali: Revision of: Wind loads : guide to the wind load provisions of ASCE 7-05 / Kishor C. Mehta, William L. Coulbourne, copyrighted in 2010.
Nota di bibliografia: Includes bibliographical references and index.
Nota di contenuto: ""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""
Titolo autorizzato: Wind loads  Visualizza cluster
ISBN: 0-7844-7778-7
Formato: Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione: Inglese
Record Nr.: 9910463447803321
Lo trovi qui: Univ. Federico II
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