AISC A360 2022

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ANSI/AISC 360-22 – Specification for Structural Steel Buildings

Published By	Publication Date	Number of Pages
AISC	2022	780

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Description

PDF Catalog

PDF Pages	PDF Title
1	ANSI/AISC 360-22: Specification for Structural Steel Buildings
3	Title page
4	Copyright
5	Dedication
7	Preface
11	Table of Contents
33	Symbols
52	Glossary
67	Abbreviations
69	Chapter A – General Provisions A1. Scope
70	A2. Referenced Specifications, Codes, and Standards
74	A3. Material
79	A4. Structural Design Documents and Specifications
82	A5. Approvals
83	Chapter B – Design Requirements B1. General Provisions B2. Loads and Load Combinations B3. Design Basis
87	B4. Member Properties
93	B5. Fabrication and Erection B6. Quality Control and Quality Assurance B7. Evaluation of Existing Structures B8. Dimensional Tolerances
94	Chapter C – Design for Stability C1. General Stability Requirements
95	C2. Calculation of Required Strengths
99	C3. Calculation of Available Stregnths
100	Chapter D – Design of Members for Tension D1. Slenderness Limitations D2. Tensile Strength
101	D3. Effective Net Area D4. Built-Up Members
103	D5. Pin-Connected Members
104	D6. Eyebars
106	Chapter E – Design of Members for Compression E1. General Provisions
108	E2. Effective Length E3. Flexural Buckling of Members without Slender Elements
109	E4. Torsional and Flexural-Torsional Buckling of Single Angles and Members without Slender Elements
111	E5. Single-Angle Compression Members
113	E6. Built-Up Members
116	E7. Members with Slender Elements
118	Chapter F – Design of Members for Flexure
120	F1. General Provisions
121	F2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis
123	F3. Doubly Symmetric I-Shaped Members with Compact Webs and Noncompact or Slender Flanges Bent About Their Major Axis
124	F4. Other I-Shaped Members with Compact or Noncompact Webs Bent About Their Major Axis
128	F5. Doubly Symmetric and Singly Symmetric I-Shaped Members with Slender Webs Bent About Their Major Axis
129	F6. I-Shaped Members and Channels Bent About Their Minor Axis
130	F7. Square and Rectangular HSS and Box Sections
133	F8. Round HSS F9. Tees and Double Angles Loaded in the Plane of Symmetry
136	F10. Single Angles
139	F11. Rectangular Bars and Rounds F12. Unsymmetrical Shapes
140	F13. Proportions of Beams and Girders
143	Chapter G – Design of Members for Shear G1. General Provisions G2. I-Shaped Members and Channels
148	G3. Single Angles and Tees G4. Rectangular HSS, Box Sections, and Other Singly and Doubly Symmetric Members G5. Round HSS
149	G6. Doubly Symmetric and Singly Symmetric Members Subjected to Minor-Axis Shear G7. Beams and Girders with Web Openings
150	Chapter H – Design of Members for Combined Forces and Torsion H1. Doubly and Singly Symmetric Members Subjected to Flexure and Axial Force
152	H2. Unsymmetric and Other Members Subjected to Flexure and Axial Force
153	H3. Members Subjected to Torsion and Combined Torsion, Flexure, Shear, and/or Axial Force
155	H4. Rupture of Flanges with Bolt Holes and Subjected to Tension
157	Chapter I – Design of Composite Members I1. General Provisions
163	I2. Axial Force
168	I3. Flexure
174	I4. Shear
176	I5. Combined Flexure and Axial Force
177	I6. Load Transfer
180	I7. Composite Diaphragms and Collector Beams
181	I8. Steel Anchors
189	Chapter J – Design of Connections J1. General Provisions
192	J2. Welds and Welded Joints
202	J3. Bolts, Threaded Parts, and Bolted Connections
213	J4. Affected Elements of Members and Connecting Elements
215	J5. Fillers J6. Splices
216	J7. Bearing Strength J8. Column Bases and Bearing on Concrete
217	J9. Anchor Rods and Embedments
218	J10. Flanges and Webs with Concentrated Forces
225	Chapter K – Additional Requirements for HSS and Box-Section Connections K1. General Provisions and Parameters for HSS Connections
228	K2. Concentrated Forces on HSS K3. HSS-to-HSS Truss Connections
232	K4. HSS-to-HSS Moment Connections
236	K5. Welds of Plates and Branches to HSS
242	Chapter L – Design for Serviceability L1. General Provisions L2. Deflections L3. Drift
243	L4. Vibration L5. Wind-Induced Motion L6. Thermal Expansion and Contraction L7. Connection Slip
244	Chapter M – Fabrication and Erection M1. Fabrication and Erection Documents M2. Fabrication
247	M3. Shop Painting
248	M4. Erection
250	Chapter N – Quality Control and Quality Assurance N1. General Provisions
251	N2. Fabricator and Erector Quality Control Program
252	N3. Fabricator and Erector Documents
253	N4. Inspection and Nondestructive Testing Personnel
254	N5. Minimum Requirements for Inspection of Structural Steel Buildings
261	N6. Approved Fabricators and Erectors N7. Nonconforming Material and Workmanship
262	N8. Minimum Requirements for Shop- or Field-Applied Coatings
263	Appendix 1 – Design by Advanced Analysis 1.1. General Requirements 1.2. Design by Elastic Analysis
265	1.3. Design by Inelastic Analysis
270	Appendix 2 – Design of Filled Composite Members (High Strength) 2.1. Rectangular Filled Composite Members
272	Appendix 3 – Fatigue 3.1. General Provisions
273	3.2. Calculation of Maximum Stresses and Stress Ranges 3.3. Plain Material and Welded Joints
275	3.4. Bolts and Threaded Parts
276	3.5. Fabrication and Erection Requirements for Fatigue
277	3.6. Nondestructive Examination Requirements for Fatigue
298	Appendix 4 – Structural Design for Fire Conditions 4.1. General Provisions
299	4.2. Structural Design for Fire Conditions by Analysis
314	4.3. Design by Qualification Testing
335	Appendix 5 – Evaluation of Existing Structures 5.1. General Provisions 5.2. Material Properties
336	5.3. Evaluation by Structural Analysis
337	5.4. Evaluation by Load Tests
338	5.5. Evaluation Report
339	Appendix 6 – Member Stability Bracing 6.1. General Provisions
340	6.2. Column Bracing
341	6.3. Beam Bracing
345	6.4. Beam-Column Bracing
347	Appendix 7 – Alternative Methods of Design for Stability 7.1. General Stability Requirements 7.2. Effective Length Method
348	7.3. First-Order Analysis Method
351	Appendix 8 – Approximate Analysis 8.1. Approximate Second-Order Elastic Analysis
354	8.2. Approximate Inelastic Moment Redistribution
355	Commentary
356	Commentary Symbols
360	Commentary Glossary
363	Chapter A – General Provisions
378	Chapter B – Design Requirements
401	Chapter C – Design for Stability
413	Chapter D – Design of Members for Tension
421	Chapter E – Design of Members for Compression
438	Chapter F – Design of Members for Flexure
464	Chapter G – Design of Members for Shear
472	Chapter H – Design of Members for Combined Forces and Torsion
486	Chapter I – Design of Composite Members
541	Chapter J – Design of Connections
592	Chapter K – Additional Requirements for HSS and Box-Section Connections
610	Chapter L – Design for Serviceability
616	Chapter M – Fabrication and Erection
622	Chapter N – Quality Control and Quality Assurance
640	Appendix 1 – Design by Advanced Analysis
656	Appendix 2 – Design of Filled Composite Members (High Strength)
657	Appendix 3 – Fatigue
665	Appendix 4 – Structural Design for Fire Conditions
696	Appendix 5 – Evaluation of Existing Structures
700	Appendix 6 – Member Stability Bracing
716	Appendix 7 – Alternative Methods of Design for Stability
727	Appendix 8 – Approximate Analysis
735	References
777	Metric Conversion Factors