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ANSI/AISC 370-21: Specification for Structural Stainless Steel Buildings, 2021
- ANSI/AISC 370-21
- COPYRIGHT
- PREFACE
- TABLE OF CONTENTS
- SYMBOLS
- GLOSSARY
- ABBREVIATIONS
- CHAPTER A - GENERAL PROVISIONS [Go to Page]
- A1. Scope
- A2. Referenced Specifications, Codes, and Standards
- A3. Material and Product Order Requirements
- A4. Minimum Assessment Requirements for Specifying Alloy Corrosion Resistance
- A5. Structural Design Documents and Specifications
- CHAPTER B - DESIGN REQUIREMENTS [Go to Page]
- B1. General Provisions
- B2. Loads and Load Combinations
- B3. Design Basis
- B4. Member Properties
- B5. Fabrication and Erection
- B6. Quality Control and Quality Assurance
- B7. Evaluation of Existing Structures
- CHAPTER C - DESIGN FOR STABILITY [Go to Page]
- C1. General Stability Requirements
- C2. Calculation of Required Strengths
- C3. Calculation of Available Strengths
- CHAPTER D - DESIGN OF MEMBERS FOR TENSION [Go to Page]
- D1. Slenderness Limitations
- D2. Tensile Strength
- D3. Effective Net Area
- D4. Built-Up Members
- D5. Pin-Connected Members
- CHAPTER E - DESIGN OF MEMBERS FOR COMPRESSION [Go to Page]
- E1. General Provisions
- E2. Effective Length
- E3. Flexural Buckling of Members Without Slender Elements
- E4. Torsional and Flexural-Torsional Buckling of Single Equal-Leg Angles and Members Without Slender Elements
- E5. Single Equal-Leg Angle Compression Members Without Slender Elements
- E6. Built-Up Members
- E7. Members With Slender Elements
- CHAPTER F - DESIGN OF MEMBERS FOR FLEXURE [Go to Page]
- F1. General Provisions
- F2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis
- F3. Double Symmetric I-Shaped Members and Channels With Compact Webs and Non Compact or Slender Flanges Bent About Their Major Axis
- F4. Doubly Symmetric I-Shaped Members with Noncompact Webs Bent About Their Major Axis
- F5. Doubly Symmetric I-Shaped Members With Slender Webs Bent About Their Major Axis
- F6. I-Shaped Members and Channels Bent About Their Minor Axis
- F7. Square and Rectangular HSS and Box Sections
- F8. Round HSS
- F9. Solid Rectangular Shapes and Rounds
- F10. Other Shapes
- F11. Proportions of Beams and Girders
- CHAPTER G - DESIGN OF MEMBERS FOR SHEAR AND TORSION [Go to Page]
- G1. General Provisions
- G2. I-Shaped Members and Channels Subject to Major-Axis Shear
- G3. Rectangular HSS and Box Sections Subject to Shear
- G4. Round HSS Subject to Shear
- G5. Doubly Symmetric I-Shaped Members and Channels Subject to Minor-Axis Shear
- G6. Other Singly or Doubly Symmetric Shapes Subject to Shear
- G7. Beams and Girders with Web Openings Subject to Shear
- G8. Round and Rectangular HSS and Box Sections Subject to Torsion
- G9. Doubly Symmetric I-Shaped Members and Channels Subject to Torsion
- CHAPTER H - DESIGN OF MEMBERS FOR COMBINED FORCES [Go to Page]
- H1. Doubly Symmetric I-Shaped Members, Channels, HSS, and Box Sections Subject to Flexure and Axial Force
- H2. Doubly Symmetric I-Shaped Members, Channels, HSS, and Box Sections Subject to Combined Torsion, Flexure, Shear, and/or Axial Force
- H3. Rupture of Flanges with Holes Subject to Tension
- CHAPTER I - DESIGN OF COMPOSITE MEMBERS
- CHAPTER J - DESIGN OF CONNECTIONS [Go to Page]
- J1. General Provisions
- J2. Welds
- J3. Bolts and Threaded Parts
- J4. Affected Elements of Members and Connecting Elements
- J5. Fillers
- J6. Splices
- J7. Bearing Strength
- J8. Pins
- J9. Column Bases and Bearing on Concrete
- J10. Anchor Rods and Embedments
- J11. Doubly Symmetric I-Shaped Members With Concentrated Forces
- J12. Square and Rectangular HSS With Concentrated Forces
- CHAPTER K - ADDITIONAL REQUIREMENTS FOR HSS AND BOX-SECTION CONNECTIONS [Go to Page]
- K1. General Provisions
- K2. HSS-to-HSS Truss Connections
- CHAPTER L - DESIGN FOR SERVICEABILITY [Go to Page]
- L1. General Provisions
- L2. Deflections
- L3. Drift
- L4. Vibration
- L5. Wind-Induced Motion
- L6. Thermal Expansion and Contraction
- L7. Connection Slip
- CHAPTER M - FABRICATION AND ERECTION [Go to Page]
- M1. Fabrication and Erection Documents
- M2. Fabrication
- M3. Erection
- CHAPTER N - QUALITY CONTROL AND QUALITY ASSURANCE [Go to Page]
- N1. General Provisions
- N2. Fabricator and Erector Quality Control Program
- N3. Fabricator and Erector Documents
- N4. Inspection and Nondestructive Testing Personnel
- N5. Minimum Requirements for Inspection of Structural Stainless Steel Buildings
- N6. Approved Fabricators and Erectors
- N7. Nonconforming Material and Workmanship
- APPENDIX 1 - DESIGN BY ADVANCED ANALYSIS [Go to Page]
- 1.1 General Requirements
- 1.2 Design by Elastic Analysis
- 1.3 Design by Inelastic Analysis
- APPENDIX 2 - THE CONTINUOUS STRENGTH METHOD [Go to Page]
- 2.1. Limitations
- 2.2 Material Modeling
- 2.3 Deformation Capacity
- 2.4 Tensile Strength
- 2.5. Compressive Strength
- 2.6. Flexural Strength
- 2.7. Combined Flexure and Compression
- APPENDIX 3 - FATIGUE [Go to Page]
- 3.1. General Provisions
- 3.2. Calculation of Maximum Stresses and Stress Range
- 3.3. Plain Material and Welded Joints
- 3.4. Bolts and Threaded Parts
- 3.5. Fabrication and Erection Requirements for Fatigue
- 3.6. Nondestructive Examination Requirements for Fatigue
- APPENDIX 4 - STRUCTURAL DESIGN FOR FIRE CONDITIONS [Go to Page]
- 4.1. General Provisions
- 4.2. Structural Design for Fire Conditions By Analysis
- 4.3. Design by Qualification Testing
- APPENDIX 5 - EVALUATION OF EXISTING STRUCTURES [Go to Page]
- 5.1. General Provisions
- 5.2. Material Properties
- 5.3. Evaluation by Structural Analysis
- 5.4. Evaluation by Load Tests
- 5.5. Evaluation Report
- APPENDIX 6 - MEMBER STABILITY BRACING [Go to Page]
- 6.1. General Provisions
- 6.2. Column Bracing
- 6.3. Beam Bracing
- 6.4. Beam-Column Bracing
- APPENDIX 7 - MODELING OF MATERIAL BEHAVIOR [Go to Page]
- 7.1. Material Behavior at Ambient Temperature
- 7.2. Material Behavior at Elevated Temperatures
- COMMENTARY [Go to Page]
- COMMENTARY SYMBOLS
- CHAPTER A - GENERAL PROVISIONS
- CHAPTER B - DESIGN REQUIREMENTS
- CHAPTER C - DESIGN FOR STABILITY
- CHAPTER D - DESIGN OF MEMBERS FOR TENSION
- CHAPTER E - DESIGN OF MEMBERS FOR COMPRESSION
- CHAPTER F - DESIGN OF MEMBERS FOR FLEXURE
- CHAPTER G - DESIGN OF MEMBERS FOR SHEAR AND TORSION
- CHAPTER H - DESIGN OF MEMBERS FOR COMBINED FORCES
- CHAPTER I - DESIGN OF COMPOSITE MEMBERS
- CHAPTER J - DESIGN OF CONNECTIONS
- CHAPTER K - ADDITIONAL REQUIREMENTS FOR HSS AND BOX-SECTION CONNECTIONS
- CHAPTER L - DESIGN FOR SERVICEABILITY
- CHAPTER M - FABRICATION AND ERECTION
- CHAPTER N - QUALITY CONTROL AND QUALITY ASSURANCE
- APPENDIX 1 - DESIGN BY ADVANCE ANALYSIS
- APPENDIX 2 - THE CONTINUOUS STRENGTH METHOD
- APPENDIX 3 - FATIGUE
- APPENDIX 4 - STRUCTURAL DESIGN FOR FIRE CONDITIONS
- APPENDIX 5 - EVALUATION OF EXISTING STRUCTURES
- APPENDIX 6 - MEMBER STABILITY BRACING
- APPENDIX 7 - MODELING MATERIAL BEHAVIOR
- REFERENCES
- Metric Conversion Factors for Common Steel Design Units used in AISC Specifications [Go to Page]