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eLibrary > ANSI/AISC 370-21: Specification for Structural Stainless Steel Buildings >

ANSI/AISC 370-21: Specification for Structural Stainless Steel Buildings, 2021

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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]

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ANSI/AISC 370-21: Specification for Structural Stainless Steel Buildings, 2021

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