Anchorage Design for Petrochemical and Other Industrial Facilities Second Edition.

This book intends to serve as a source for uniformity in the design, fabrication, and installation of anchorage in petrochemical and other industrial facilities.

Detalles Bibliográficos
Autor principal: Design, Task Committee on Anchorage
Otros Autores: Liu, Hongchun, Boyd, Donald W., Brenes, Francisco J., Glover, Justin, Silva, John F., Wey, Eric H., Widianto, Wong, Silky S. K.
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Collingwood : American Society of Civil Engineers, 2022.
Edición:2nd ed.
Temas:
Petroleum refineries > Design and construction.
Industrial buildings > Foundations.
Wind-pressure.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • Intro
  • Book_5279_C000
  • Half Title
  • Title Page
  • Copyright Page
  • Contents
  • Petrochemical Energy Committee
  • Task Committee on Anchorage Design
  • Notation
  • Book_5279_C001
  • Chapter 1 : Introduction
  • 1.1 Background
  • 1.2 Objectives and Scope
  • 1.3 Updates and Additions to Previous Report
  • 1.4 Codes and Design Procedures
  • 1.5 State of Research
  • 1.6 Future Research
  • References
  • Book_5279_C002
  • Chapter 2 : Materials
  • 2.1 Introduction
  • 2.2 Anchor Bolt and Rod Assemblies
  • 2.2.1 Anchor Bolts, Studs, and Rods
  • 2.2.2 Washers
  • 2.2.3 Nuts
  • 2.2.4 Sleeves
  • 2.2.5 Fabrication
  • 2.2.5.1 General
  • 2.2.5.2 Threads
  • 2.2.5.3 Upset Threads
  • 2.2.5.4 Shot Peening
  • 2.3 Headed Studs
  • 2.4 Post-Installed Anchors
  • 2.5 Shear Lugs
  • 2.6 Corrosion
  • 2.6.1 Environmental Conditions
  • 2.6.2 Codes and Specifications
  • 2.6.2.1 American Concrete Institute
  • 2.6.2.2 American Institute of Steel Construction
  • 2.6.2.3 American Petroleum Institute
  • 2.6.3 Corrosion Rates
  • 2.6.4 Coatings
  • 2.6.4.1 Hot-Dip and Mechanical Galvanizing
  • 2.6.4.2 Cold-Applied Zinc
  • 2.6.4.3 Insulation and Fireproofing
  • 2.6.4.4 Recommendations
  • 2.6.5 Weathering Steel
  • 2.7 Anchorage Exposed to Extreme Temperatures
  • 2.7.1 Exposure to Low Temperatures
  • 2.7.2 Exposure to Elevated Temperatures
  • 2.7.3 Exposure to Fire
  • References
  • Book_5279_C003
  • Chapter 3 : Cast-in-Place Anchor Design
  • 3.1 Introduction
  • 3.2 Anchor Configuration and Dimensions
  • 3.2.1 Configuration of Cast-in-Place Anchors
  • 3.2.2 Minimum Dimensions
  • 3.2.3 Sleeves
  • 3.2.3.1 General
  • 3.2.3.2 Design Considerations When Using Anchor Sleeves
  • 3.2.4 Anchor Details and Minimum Dimensions
  • 3.3 Strength Design
  • 3.3.1 General
  • 3.3.2 Design Procedure for Anchorage Design of Column Pedestals
  • 3.3.3 Anchor Design Considerations
  • 3.3.4 Concrete Breakout Strength of a Group of Anchors in a Rectangular Pattern in Shear
  • 3.3.5 Concrete Breakout Strength in Shear of a Group of Anchors in a Circular Pattern
  • 3.4 Ductile Design
  • 3.5 Anchor Reinforcement Design
  • 3.5.1 Background
  • 3.5.1.1 Supplementary Reinforcement
  • 3.5.1.2 Anchor Reinforcement
  • 3.5.2 Reinforcement Methods
  • 3.5.3 Reinforcement Design to Transfer Anchor Forces
  • 3.5.3.1 Tension Force
  • 3.5.3.2 Shear Force
  • 3.5.4 Tables to Aid Responsible Engineers in Reinforcement Design
  • 3.6 Frictional Resistance and Transmitting of Shear Force into Anchors
  • 3.6.1 General
  • 3.6.2 Calculating Resisting Friction Force
  • 3.7 Shear Lug Design
  • 3.7.1 General
  • 3.7.2 Design Procedure for Plate Shear Lug
  • 3.8 Tensioning
  • 3.8.1 General
  • 3.8.2 Advantages
  • 3.8.3 Disadvantages
  • 3.8.4 Tension Load
  • 3.8.5 Concrete Failure
  • 3.8.6 Vessel Anchor Chair Failure
  • 3.8.7 Stretching Length
  • 3.8.8 Tensioning Methods
  • 3.8.9 Relaxation

Ejemplares similares