AISC 370 2021

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

Published By	Publication Date	Number of Pages
AISC	2021

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Category: AISC

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Description

The Specification for Structural Stainless Steel Buildings provides the generally applicable requirements for the design and construction of structural stainless steel buildings and other structures. Both LRFD and ASD methods of design are incorporated. Dual-units format provides for both U.S. customary and S.I. units.

PDF Catalog

PDF Pages	PDF Title
1	ANSI/AISC 370-21
4	COPYRIGHT
5	PREFACE
7	TABLE OF CONTENTS
23	SYMBOLS
35	GLOSSARY
48	ABBREVIATIONS
51	CHAPTER A – GENERAL PROVISIONS A1. Scope
53	A2. Referenced Specifications, Codes, and Standards
56	A3. Material and Product Order Requirements
64	A4. Minimum Assessment Requirements for Specifying Alloy Corrosion Resistance
65	A5. Structural Design Documents and Specifications
66	CHAPTER B – DESIGN REQUIREMENTS B1. General Provisions B2. Loads and Load Combinations B3. Design Basis
70	B4. Member Properties
75	B5. Fabrication and Erection B6. Quality Control and Quality Assurance B7. Evaluation of Existing Structures
78	CHAPTER C – DESIGN FOR STABILITY C1. General Stability Requirements C2. Calculation of Required Strengths
83	C3. Calculation of Available Strengths
84	CHAPTER D – DESIGN OF MEMBERS FOR TENSION D1. Slenderness Limitations D2. Tensile Strength
86	D3. Effective Net Area D4. Built-Up Members D5. Pin-Connected Members
90	CHAPTER E – DESIGN OF MEMBERS FOR COMPRESSION E1. General Provisions
92	E2. Effective Length E3. Flexural Buckling of Members Without Slender Elements
93	E4. Torsional and Flexural-Torsional Buckling of Single Equal-Leg Angles and Members Without Slender Elements
95	E5. Single Equal-Leg Angle Compression Members Without Slender Elements
96	E6. Built-Up Members
97	E7. Members With Slender Elements
100	CHAPTER F – DESIGN OF MEMBERS FOR FLEXURE
102	F1. General Provisions
103	F2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis
105	F3. Double Symmetric I-Shaped Members and Channels With Compact Webs and Non Compact or Slender Flanges Bent About Their Major Axis
106	F4. Doubly Symmetric I-Shaped Members with Noncompact Webs Bent About Their Major Axis
108	F5. Doubly Symmetric I-Shaped Members With Slender Webs Bent About Their Major Axis
110	F6. I-Shaped Members and Channels Bent About Their Minor Axis
111	F7. Square and Rectangular HSS and Box Sections
113	F8. Round HSS
114	F9. Solid Rectangular Shapes and Rounds
115	F10. Other Shapes
116	F11. Proportions of Beams and Girders
117	CHAPTER G – DESIGN OF MEMBERS FOR SHEAR AND TORSION G1. General Provisions
118	G2. I-Shaped Members and Channels Subject to Major-Axis Shear
121	G3. Rectangular HSS and Box Sections Subject to Shear
122	G4. Round HSS Subject to Shear
123	G5. Doubly Symmetric I-Shaped Members and Channels Subject to Minor-Axis Shear G6. Other Singly or Doubly Symmetric Shapes Subject to Shear
124	G7. Beams and Girders with Web Openings Subject to Shear G8. Round and Rectangular HSS and Box Sections Subject to Torsion
126	G9. Doubly Symmetric I-Shaped Members and Channels Subject to Torsion
127	CHAPTER H – DESIGN OF MEMBERS FOR COMBINED FORCES H1. Doubly Symmetric I-Shaped Members, Channels, HSS, and Box Sections Subject to Flexure and Axial Force
129	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
131	CHAPTER I – DESIGN OF COMPOSITE MEMBERS
132	CHAPTER J – DESIGN OF CONNECTIONS J1. General Provisions
135	J2. Welds
145	J3. Bolts and Threaded Parts
156	J4. Affected Elements of Members and Connecting Elements
158	J5. Fillers
159	J6. Splices J7. Bearing Strength J8. Pins
161	J9. Column Bases and Bearing on Concrete J10. Anchor Rods and Embedments
162	J11. Doubly Symmetric I-Shaped Members With Concentrated Forces
168	J12. Square and Rectangular HSS With Concentrated Forces
171	CHAPTER K – ADDITIONAL REQUIREMENTS FOR HSS AND BOX-SECTION CONNECTIONS K1. General Provisions
172	K2. HSS-to-HSS Truss Connections
178	CHAPTER L – DESIGN FOR SERVICEABILITY L1. General Provisions
179	L2. Deflections L3. Drift
180	L4. Vibration L5. Wind-Induced Motion L6. Thermal Expansion and Contraction L7. Connection Slip
181	CHAPTER M – FABRICATION AND ERECTION M1. Fabrication and Erection Documents M2. Fabrication
186	M3. Erection
188	CHAPTER N – QUALITY CONTROL AND QUALITY ASSURANCE N1. General Provisions
189	N2. Fabricator and Erector Quality Control Program
190	N3. Fabricator and Erector Documents
191	N4. Inspection and Nondestructive Testing Personnel
192	N5. Minimum Requirements for Inspection of Structural Stainless Steel Buildings
199	N6. Approved Fabricators and Erectors
200	N7. Nonconforming Material and Workmanship
201	APPENDIX 1 – DESIGN BY ADVANCED ANALYSIS 1.1 General Requirements 1.2 Design by Elastic Analysis
203	1.3 Design by Inelastic Analysis
209	APPENDIX 2 – THE CONTINUOUS STRENGTH METHOD 2.1. Limitations 2.2 Material Modeling 2.3 Deformation Capacity
212	2.4 Tensile Strength
213	2.5. Compressive Strength 2.6. Flexural Strength
214	2.7. Combined Flexure and Compression
216	APPENDIX 3 – FATIGUE 3.1. General Provisions
217	3.2. Calculation of Maximum Stresses and Stress Range 3.3. Plain Material and Welded Joints
220	3.4. Bolts and Threaded Parts 3.5. Fabrication and Erection Requirements for Fatigue
221	3.6. Nondestructive Examination Requirements for Fatigue
240	APPENDIX 4 – STRUCTURAL DESIGN FOR FIRE CONDITIONS 4.1. General Provisions
241	4.2. Structural Design for Fire Conditions By Analysis
249	4.3. Design by Qualification Testing
251	APPENDIX 5 – EVALUATION OF EXISTING STRUCTURES 5.1. General Provisions 5.2. Material Properties
252	5.3. Evaluation by Structural Analysis
253	5.4. Evaluation by Load Tests
254	5.5. Evaluation Report
255	APPENDIX 6 – MEMBER STABILITY BRACING 6.1. General Provisions
256	6.2. Column Bracing
258	6.3. Beam Bracing
262	6.4. Beam-Column Bracing
263	APPENDIX 7 – MODELING OF MATERIAL BEHAVIOR 7.1. Material Behavior at Ambient Temperature
264	7.2. Material Behavior at Elevated Temperatures
267	COMMENTARY
268	COMMENTARY SYMBOLS
271	CHAPTER A – GENERAL PROVISIONS
294	CHAPTER B – DESIGN REQUIREMENTS
303	CHAPTER C – DESIGN FOR STABILITY
306	CHAPTER D – DESIGN OF MEMBERS FOR TENSION
309	CHAPTER E – DESIGN OF MEMBERS FOR COMPRESSION
316	CHAPTER F – DESIGN OF MEMBERS FOR FLEXURE
327	CHAPTER G – DESIGN OF MEMBERS FOR SHEAR AND TORSION
335	CHAPTER H – DESIGN OF MEMBERS FOR COMBINED FORCES
338	CHAPTER I – DESIGN OF COMPOSITE MEMBERS
339	CHAPTER J – DESIGN OF CONNECTIONS
357	CHAPTER K – ADDITIONAL REQUIREMENTS FOR HSS AND BOX-SECTION CONNECTIONS
359	CHAPTER L – DESIGN FOR SERVICEABILITY
362	CHAPTER M – FABRICATION AND ERECTION
365	CHAPTER N – QUALITY CONTROL AND QUALITY ASSURANCE
379	APPENDIX 1 – DESIGN BY ADVANCE ANALYSIS
390	APPENDIX 2 – THE CONTINUOUS STRENGTH METHOD
394	APPENDIX 3 – FATIGUE
396	APPENDIX 4 – STRUCTURAL DESIGN FOR FIRE CONDITIONS
401	APPENDIX 5 – EVALUATION OF EXISTING STRUCTURES
404	APPENDIX 6 – MEMBER STABILITY BRACING
405	APPENDIX 7 – MODELING MATERIAL BEHAVIOR
408	REFERENCES
425	Metric Conversion Factors for Common Steel Design Units used in AISC Specifications