ASCE AnchorageDesignforPetrochemicalFacilities 2012
$53.63
Anchorage Design for Petrochemical Facilities
| Published By | Publication Date | Number of Pages |
| ASCE | 2012 | 175 |
Prepared by the Task Committee on Anchorage of the Petrochemical Committee of the Energy Division of ASCE.Anchorage Design in Petrochemical Facilities presents recommendations for the design, fabrication, and installation of anchorages into concrete for petrochemical facilities. Interpreting the intent of building codes as applied to petroleum or chemical installations, this report offers realistic guidance on materials, design details, installation, and repair. It summarizes the state of the practice for the design of cast-in-place anchor rods, welded anchors, and post-installed anchors. An appendix provides three example designs for column pedestal anchors, octagonal pedestal anchors, and shear lug pipe sections.Topics include:overview of design methods for tension and shear transfer with reinforcement and other embedments as used in the petrochemical industryanchorage materials and propertiescast-in-place anchorspost-installed anchorsrecommended installation and repairThis report will be useful to petrochemical or structural engineers, as well as by managers of companies operating petrochemical facilities. It will also be useful for structural engineers in other industries who anchor structural steel and equipment to concrete foundations and structures.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Cover |
| 8 | Contents |
| 10 | Preface |
| 12 | Chapter 1: Introduction 1.1 Background 1.2 Objectives and Scope |
| 13 | 1.3 Updates and Additions to Previous Report 1.4 Codes and Design Procedures |
| 15 | 1.5 State of Research |
| 16 | 1.6 Future Research |
| 20 | Chapter 2: Materials 2.1 Introduction 2.2 Bolt and Rod Assemblies |
| 26 | 2.3 Headed Studs 2.4 Post-Installed Anchors 2.5 Shear Lugs 2.6 Corrosion |
| 32 | 2.7 Anchorage Exposed to Extreme Temperatures |
| 38 | Chapter 3: Cast-in-Place Anchor Design 3.1 Introduction |
| 39 | 3.2 Anchor Configuration and Dimensions |
| 43 | 3.3 Strength Design |
| 46 | 3.4 Ductile Design |
| 48 | 3.5 Anchor Reinforcement Design |
| 71 | 3.6 Frictional Resistance and Transmitting of Shear Force into Anchors |
| 74 | 3.7 Shear Lug Design |
| 75 | 3.8 Tensioning |
| 86 | 3.9 Welded Anchors for Embedded Plates |
| 89 | 3.10 Considerations for Vibratory Loads |
| 91 | 3.11 Considerations for Seismic Loads |
| 98 | 3.12 Constructability Considerations |
| 106 | Chapter 4: Post-Installed Anchor Design 4.1 Introduction |
| 107 | 4.2 Post-Installed Mechanical Anchors |
| 110 | 4.3 Post-Installed Bonded Anchors |
| 113 | 4.4 Considerations in Post-Installed Anchor Design |
| 116 | 4.5 Post-Installed Anchor Design |
| 118 | 4.6 Seismic Loading |
| 119 | 4.7 Design for High-Cycle Fatigue 4.8 Post-Installed Anchor Qualification |
| 121 | Chapter 5: Installation and Repair 5.1 Introduction 5.2 Post-Installed Anchor Installation |
| 124 | 5.3 Constructability Considerations |
| 127 | 5.4 Repair Procedures |
| 138 | Appendix A: Examples |
| 139 | Example 1: Anchor Design for Column Pedestals |
| 153 | Example 2: Anchor Design for Octagonal Pedestal |
| 159 | Example 3: Shear Lug Pipe Section Design |
| 164 | Notation |
| 170 | Glossary |
| 172 | Index A |
| 173 | B C D E F |
| 174 | G H I L M N O P Q R S |
| 175 | T U V W |
