AISC D832 17W 2017
$32.50
Design Guide 32: Design of Modular Steel-Plate Composite Walls for Safety-Related Nuclear Facilities
| Published By | Publication Date | Number of Pages |
| AISC | 2017 | 148 |
Design Guide 32 facilitates the design of steel-plate composite (SC) walls for safety-related nuclear facilities. This Design Guide provides guidance on the many aspects of analysis and design of SC structures based on ANSI/AISC N690.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Steel Design Guide 32 |
| 3 | Copyright |
| 4 | Authors Acknowledgments Preface |
| 6 | Table of Contents |
| 8 | Chapter 1 Introduction 1.1 Background |
| 10 | 1.2 Advantages of SC Walls |
| 11 | 1.2.1 Resilience and Sustainability Aspects of SC Construction |
| 16 | 1.3 Limitations of SC Walls |
| 17 | 1.4 ANSI/AISC N690 Appendix N9 |
| 18 | Chapter 2 Scope and Layout 2.1 Design Example |
| 20 | Chapter 3 Minimum Requirements |
| 22 | Chapter 4 Faceplate Slenderness Requirement |
| 24 | Chapter 5 Steel Anchor Detailing 5.1 Classification of Steel Anchor 5.2 Spacing of Steel Anchors 5.2.1 Development Length |
| 26 | 5.2.2 Interfacial Shear |
| 28 | Chapter 6 Tie Detailing 6.1 Classification and Spacing of Ties 6.1.1 Transfer Length |
| 30 | 6.2 Required Tensile Strength of Ties |
| 34 | Chapter 7 Modeling Parameters for Analysis 7.1 Loads and Load Combinations 7.2 Geometric and Material Properties for Analysis |
| 35 | 7.3 Stiffness Values for the Model 7.3.1 Effective Flexural Stiffness |
| 36 | 7.3.2 Effective In-Plane Shear Stiffness |
| 38 | 7.4 Modeling the Openings 7.4.1 Design and Detailing Requirements Around Small Openings |
| 39 | 7.4.2 Design and Detailing Requirements Around Large Openings |
| 40 | 7.4.3 Bank of Small Openings 7.5 Analysis Involving Accident Thermal Loads |
| 42 | 7.6 Interior and Connection Regions |
| 43 | 7.7 Required Strength Determination |
| 44 | Chapter 8 Individual Design Available Strengths 8.1 Uniaxial Tensile Strength 8.2 Compressive Strength |
| 45 | 8.3 Out-of-Plane Flexural Strength 8.4 In-Plane Shear Strength |
| 46 | 8.5 Out-of-Plane Shear Strength |
| 50 | Chapter 9 Interaction of Design Available Strengths 9.1 Interaction of Out-of-Plane Shear Forces 9.2 In-Plate Forces and Out-of-Plane Moments |
| 56 | Chapter 10 Demand Capacity Ratios and Interaction Surfaces |
| 58 | Chapter 11 Design of SC Wall Connection |
| 59 | 11.1 Connection Demand Types 11.2 Force Transfer Mechanism 11.3 Connection Design Philosophy and Required Strength 11.3.1 Full-Strength Connection Design |
| 61 | 11.3.2 Overstrength Connection Design 11.3.3 Connection Evaluation for Combined Forces 11.4 Connection Available Strength 11.4.1 Connector Available Strength |
| 62 | 11.5 SC Wall-to-Basemat Anchorage Connection 11.5.1 Single Base Plate Connection |
| 65 | 11.5.2 Split Base Plate Connection 11.5.3 Rebar SC Wall-to-Basemat Connection |
| 67 | 11.6 SC Wall-to-Wall Joint Connection |
| 68 | 11.7 RC Slab-to-SC Wall Joint Connection |
| 76 | Chapter 12 Impactive and Impulsive Loads |
| 80 | Chapter 13 Fabrication, Erection and Construction Requirements 13.1 Dimensional Tolerances for Fabrication |
| 84 | Chapter 14 Quality Assurance and Quality Control Requirements |
| 86 | Appendix A: Design Example Given Solution |
| 88 | Step 1. Minimum Appendix N9 Applicability Requirements |
| 89 | Step 2. Faceplate Slenderness Requirement |
| 91 | Step 3. Shear Connector Detailing |
| 92 | Step 4. Tie Detailing |
| 94 | Step 5. Stiffness and Other Parameters for Modeling SC Walls |
| 100 | Step 6. Analysis Results and Required Strength Summary |
| 101 | Step 7. Individual Design Available Strengths |
| 106 | Step 8. Interaction of Design Available Strengths |
| 109 | Step 9. Demand Capacity Ratios and Interaction Surfaces |
| 113 | Step 10. Demands for Anchorage Design |
| 114 | Step 11. Impactive and Impulsive Loading |
| 115 | Step 12. Design of SC Wall Connections |
| 126 | Step 13. Combination of Demands |
| 131 | Step 14. Connection Detailing |
| 132 | Step 15. Design Optimization |
| 134 | Symbols |
| 140 | Acronyms and Abbreviations |
| 142 | References |
