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.

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Bibliographic Details
Main Author Design, Task Committee on Anchorage
Other Authors Liu, Hongchun, Boyd, Donald W., Brenes, Francisco J., Glover, Justin, Silva, John F., Wey, Eric H., Widianto, Wong, Silky S. K.
Format Electronic eBook
LanguageEnglish
Published Collingwood : American Society of Civil Engineers, 2022.
Edition2nd ed.
Subjects
Online AccessFull text
ISBN9780784484173
0784484171
Physical Description1 online resource (212 p.)

Cover

Table of Contents:
  • 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