Name: AISC SteelConstructionManual 2023 16thEd PDF - PDF Standards Store
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The 16th Edition Steel Construction Manual is now the most current edition! The following standards are available as part this Manual: ANSI/AISC 360-22: Specification for Structural Steel Buildings 2020 RCSC Specification for Structural Joints Using High-Strength Bolts ANSI/AISC 303-22: Code of Standard Practice for Steel Buildings and Bridges

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PDF Pages	PDF Title
1	16TH EDITION AISC STEEL CONSTRUCTION MANUAL
3	Contents
6	Copyright
7	Dedication
9	Forward
10	Preface
12	Scope
13	References
15	PART 1—Dimensions and Properties
17	Scope Structural Products
24	Standard Mill Practices
25	References
26	Tables Table 1-1—W-Shapes
46	Table 1-2—M-Shapes
48	Table 1-3—S-Shapes
50	Table 1-4—HP-Shapes
52	Table 1-5—C-Shapes
54	Table 1-6—MC-Shapes
58	Table 1-7—Angles
66	Table 1-7A— Workable Gages in Angle Legs
67	Table 1-7B— Width-to-Thickness Criteria for Angles
68	Table 1-8—WT-Shapes
88	Table 1-9—MT-Shapes
90	Table 1-10—ST-Shapes
92	Table 1-11— Rect. HSS
116	Table 1-12—Square HSS
120	Table 1-12A— Width-to-Thickness Criteria for Rect. and Square HSS
121	Table 1-13— Round HSS
128	Table 1-14—Pipes
130	Table 1-15— Double Angles
140	Table 1-16— 2C-Shapes
141	Table 1-17—2MC-Shapes
143	Table 1-18—Weights of Raised-Pattern Floor Plates
144	Table 1-19—W-Shapes with Cap Channels
146	Table 1-20—S-Shapes with Cap Channels
148	Table 1-21—Crane Rails
149	Table 1-22—ASTM A6/A6M Tolerances
151	Table 1-23—ASTM A6/A6M Tolerances
152	Table 1-24—ASTM A6/A6M Tolerances
153	Table 1-25—ASTM A6/A6M Tolerances
154	Table 1-26—ASTM A6/A6M Tolerances
155	Table 1-27—ASTM Tolerances
157	Table 1-28—ASTM Tolerances
159	Table 1-29—ASTM A6/A6M Tolerances for Rectangular Plates
161	PART 2—General Design Considerations
164	Scope Using the Manual Tables Applcable Specifications, Codes, and Standards
167	OSHA Requirements
169	Using the 2022 AISC Specification
171	Design Fundamentals
178	Stability Bracing
182	Properly Specifying Materials
187	Contract Document Information
195	Constructability
196	Tolerances
199	Quality Control and Quality Assurance Cambering, Curving, and Straightening
201	Fire Protection and Engineering Corrosion Protection
203	Renovation and Retrofit of Existing Structures Thermal Effects
204	Fatigue and Fracture Control
207	Wind and Seismic Design
209	References
214	Tables Table 2-1—Summary Comparison of Methods for Stability Analysis and Design
215	Table 2-2—B2 Multipliers Table 2-3 – AISI Standard Nomenclature for Flat-Rolled Carbon Steel
216	Table 2-4 – Applicable ASTM Specifications for Various Structural Shapes
218	Table 2-5 – Applicable ASTM Specifications for Plates and Bars
220	Table 2-6 – Applicable ASTM Specifications for Various Types of Structural Fasteners
222	Table 2-7 – Summary of Surface Preparation Standards
224	Table 2-8 – Galvanic Corrosion
225	PART 3—Design of Flexural Members
228	Scope Section Properties and Areas Flexural Strength
230	Local Buckling Lateral-Torsional Buckling
231	Available Shear Strength Steel W-Shape Composite Beams
232	Other Specification Requirements and Design Considerations
233	Design Table Discussion
241	References
242	Tables Table 3-1—Values of Cb for Simply Supported Beams
243	Table 3-2—W-Shapes Selection by Zx
252	Table 3-3—W-Shapes Selection by Ix
254	Table 3-4—W-Shapes Selection by Zy
257	Table 3-5—W-Shapes Selection by Iy
259	Table 3-6—Maximum Total Uniform Load—W-Shapes
299	Table 3-7—Maximum Total Uniform Load—S-Shapes
304	Table 3-8—Maximum Total Uniform Load—C-Shapes
310	Table 3-9—Maximum Total Uniform Load—MC-Shapes
317	Table 3-10—W-Shapes
353	Table 3-11—Channels
362	Table 3-12—Available Flexural Strength Rect. HSS
370	Table 3-13—Available Flexural Strength Square HSS
372	Table 3-14—Available Flexural Strength Round HSS
374	Table 3-15—Available Flexural Strength Pipe
375	Table 3-16a— Available Shear Stress
376	Table 3-16b— Available Shear Stress
377	Table 3-16c— Available Shear Stress
378	Table 3-17a— Raised Pattern Floor Plate
379	Table 3-17b— Raised Pattern Floor Plate
380	Table 3-18— Composite W-Shapes
416	Table 3-19—Lower-Bound Elastic Moment of Inertia
434	Table 3-20—Shear Stud Anchor
436	Table 3-21a— Concentrated Load Equivalents
437	Table 3-21b— Cantilevered Beams
438	Table 3-21c— Continuous Beams
439	Table 3-22— Shears, Moments, and Deflections
457	PART 4—Design of Compression Members
459	Scope Available Compressive Strength Local Buckling Effective Length and Column Slenderness
460	Composite Compression Members Design Table Discussion
467	References
468	Tables Table 4-1a— Available Strength in Axial Compression— W-Shapes (50 ksi)
481	Table 4-1b— Available Strength in Axial Compression— W-Shapes (65 ksi)
489	Table 4-1c— Available Strength in Axial Compression— W-Shapes (70 ksi)
497	Table 4-2— Available Strength in Axial Compression— HP-Shapes
501	Table 4-3— Available Strength in Axial Compression— Rect. HSS
524	Table 4-4— Available Strength in Axial Compression— Square HSS
540	Table 4-5— Available Strength in Axial Compression— Round HSS
556	Table 4-6— Available Strength in Axial Compression— Pipe
560	Table 4-7— Available Strength in Axial Compression— Concentrically Loaded WT-Shapes
594	Table 4-8— Available Strength in Axial Compression— Double Angles
605	Table 4-9— Available Strength in Axial Compression— Double Angles
620	Table 4-10— Available Strength in Axial Compression— Double Angles
635	Table 4-11— Available Strength in Axial Compression— Concentrically Loaded Single Angles
659	Table 4-12— Available Strength in Axial Compression— Eccentrically Loaded Single Angles
683	Table 4-13— Stiffness Reduction Factor
684	Table 4-14— Available Nominal Stress for Compression Members
689	PART 5—Design of Tension Members
690	Scope Gross Area, Net Area, and Effective Net Area Tensile Strength
691	Other Specification Requirements and Design Considerations Design Table Discussion
693	Tables Table 5-1—Available Strength in Axial Tension—W-Shapes
698	Table 5-2—Available Strength in Axial Tension—Angles
701	Table 5-3—Available Strength in Axial Tension—WT-Shapes
706	Table 5-4—Available Strength in Axial Tension—Rect. HSS
711	Table 5-5—Available Strength in Axial Tension—Square HSS
713	Table 5-6—Available Strength in Axial Tension—Round HSS
715	Table 5-7—Available Strength in Axial Tension—Pipe
716	Table 5-8—Available Strength in Axial Tension—Double Angles
719	PART 6—Design of Members Subject to Combined Forces
720	Scope Local Buckling Considerations Members Subject to Flexure and Members Subject to Shear Members Subject to Axial Compression Members Subject to Tension Members Subject to Combined Axial Force and Flexure
722	Members Subject to Combined Torsion, Flexure, Shear, and/or Axial Force Composite Members Subject to Combined Axial Force and Flexure Selection Table for Design for Flexure, Compression, Tension, or Combined Forces: W-Shapes Coefficients for Design of W-Shapes Subject to Combined Forces
723	Design Table Discussion
725	References
726	Tables Table 6-1—Available Strength for Members Subject to Axial, Shear, Flexural, or Combined Forces—W-Shapes
823	Table 6-2a—Cross-Section Strength for Rectangular Encased W-Shapes
824	Table 6-2b—Cross-Section Strength for Rectangular Encased W-Shapes
825	Table 6-3—Cross-Section Strength for Composite Filled Rect. HSS
826	Table 6-4—Cross-Section Strength for Composite Filled Round HSS
827	Table 6-5—Beam-Column Structural Analysis
829	PART 7—Design Considerations for Bolts
831	Scope General Requirements for Bolted Joints
833	Proper Specification of Joint Type
834	Design Requirements
835	Eccentrically Loaded Bolt Groups
840	Special Considerations for Hollow Structural Sections
843	Other Specification Requirements and Design Considerations
845	Design Table Discussion
848	References
849	Tables Table 7-1—Available Shear Strength of Bolts
851	Table 7-2—Available Tensile Strength of Bolts
852	Table 7-3—Slip-Critical Connections
855	Table 7-4—Available Bearing and Tearout Strength at Bolt Holes Based on Bolt Spacing
857	Table 7-5—Available Bearing and Tearout Strength at Bolt Holes Based on Edge Distance
859	Table 7-6—Coefficients C for Eccentrically Loaded Bolt Groups
865	Table 7-7—Coefficients C for Eccentrically Loaded Bolt Groups
871	Table 7-8—Coefficients C for Eccentrically Loaded Bolt Groups
877	Table 7-9—Coefficients C for Eccentrically Loaded Bolt Groups
883	Table 7-10—Coefficients C for Eccentrically Loaded Bolt Groups
889	Table 7-11—Coefficients C for Eccentrically Loaded Bolt Groups
895	Table 7-12—Coefficients C for Eccentrically Loaded Bolt Groups
901	Table 7-13—Coefficients C for Eccentrically Loaded Bolt Groups
907	Table 7-14—Dimensions of High-Strength Fasteners
908	Table 7-15—Entering and Tightening Clearance
909	Table 7-16—Entering and Tightening Clearance
911	Table 7-17—Threading Dimensions for High-Strength and Non-High-Strength Bolts
912	Table 7-18—Dimensions of Non-High-Strength Fasteners
915	PART 8—Design Considerations for Welds
918	Scope General Requirements for Welded Joints
923	Proper Specification of Joint Type
925	Concentrically Loaded Weld Groups Eccentrically Loaded Weld Groups
934	Other Specification Requirements and Design Considerations
941	Welding Considerations for HSS
945	Design Table Discussion
949	References
950	Tables Table 8-1— Coefficients, C, for Concentrically Loaded Weld Group Elements
951	Table 8-2—Prequalified Welded Joints
984	Table 8-3—Electrode Strength Coefficient
985	Table 8-4— Coefficients, C, for Eccentrically Loaded Weld Groups
991	Table 8-5— Coefficients, C, for Eccentrically Loaded Weld Groups
997	Table 8-6— Coefficients, C, for Eccentrically Loaded Weld Groups
1003	Table 8-7— Coefficients, C, for Eccentrically Loaded Weld Groups
1009	Table 8-8— Coefficients, C, for Eccentrically Loaded Weld Groups
1015	Table 8-9— Coefficients, C, for Eccentrically Loaded Weld Groups
1021	Table 8-10— Coefficients, C, for Eccentrically Loaded Weld Groups
1027	Table 8-10a— Coefficients, C, for Eccentrically Loaded Weld Groups
1032	Table 8-11— Coefficients, C, for Eccentrically Loaded Weld Groups
1038	Table 8-11a— Coefficients, C, for Eccentrically Loaded Weld Groups
1043	Table 8-12— Approximate Number of Passes for Welds
1045	PART 9—Design of Connecting Elements
1047	Scope Gross Area, Effective Net Area, and Whitmore Section Connecting Elements Subject to Combined Loading
1050	Connecting Elements Subject to Tension Connecting Elements Subject to Shear Connecting Elements Subject to Block Shear Rupture Connecting Element Rupture Strength at Welds
1051	Connecting Elements Subject to Compression Yielding and Buckling Affected and Connecting Elements Subject to Flexure
1055	Bearing Limit States Other Specification Requirements and Design Considerations
1069	Design Table Discussion
1072	References
1073	Tables Table 9-1—Reduction in Area for Holes
1074	Table 9-2a—Elastic Section Modulus for Coped W-Shapes
1083	Table 9-2b—Plastic Section Modulus for Coped W-Shapes
1092	Table 9-3a—Block Shear Tension Rupture Component
1093	Table 9-3b—Block Shear Shear Yielding Component
1094	Table 9-3c—Block Shear Shear Rupture Component
1096	Table 9-4—Beam Bearing Constants
1115	PART 10—Design of Simple Shear Connections
1119	Scope Force Transfer
1120	Comparing Connection Alternatives
1121	Constructability Considerations
1123	Double-Angle Connections
1125	Design Table Discussion (Tables 10-1, 10-2, and 10-3)
1129	Tables Table 10-1a—All-Bolted Double-Angle Connections
1131	Table 10-1b—All-Bolted Double-Angle Connections
1132	Table 10-1c—All-Bolted Double-Angle Connections
1133	Table 10-2—Available Weld Strength of Bolted/Welded Double-Angle Connections
1134	Table 10-3—Available Weld Strength of All-Welded Double-Angle Connections
1136	Shear End-Plate Connections
1137	Design Table Discussion (Table 10-4)
1139	Table 10-4a—Shear End-Plate Connections
1141	Table 10-4b—Shear End-Plate Connections
1142	Unstiffened Seated Connections Table 10-4c—Shear End-Plate Connections
1144	Design Table Discussion (Tables 10-5 and 10-6)
1149	Table 10-5—Bolted Unstiffened Seated Connections
1151	Table 10-6—Welded Unstiffened Seated Connections
1153	Stiffened Seated Connections
1155	Design Table Discussion (Tables 10-7 and 10-8)
1157	Table 10-7—Stiffened Seated Connections
1158	Table 10-8—Stiffened Seated Connections
1162	Single-Plate Connections
1164	Table 10-9—Design Values for Conventional Single-Plate Shear Connections
1166	Design Table Discussion (Table 10-10)
1168	Table 10-10a—Single Plate Connections
1170	Table 10-10b—Single Plate Connections
1171	Table 10-10c—Single Plate Connections
1172	Single-Angle Connections
1174	Design Table Discussion (Tables 10-11 and 10-12)
1177	Table 10-11—All-Bolted Single-Angle Connections
1178	Table 10-12a— Bolted/Welded Single-Angle Connections
1179	Table 10-12b— Bolted/Welded Single-Angle Connections
1180	Table 10-12c— Bolted/Welded Single-Angle Connections
1181	Tee Connections
1182	Shear Splices
1184	Special Considerations for Simple Shear Connections
1209	Design Considerations for Simple Shear Connections to HSS Columns
1213	Design Table Discussion (Tables 10-13, 10-14A, 10-14B, 10-14C, and 10-15)
1215	Table 10-13—Minimum Inside Radius for Cold-Bending
1217	Table 10-14B— Clearances for Bolted/Welded Skewed Connections
1219	Table 10-14C— Weld Details for Skewed Single-Plate Connections
1222	Table 10-15— Required Length and Thickness for Stiffened Seated Connections to HSS
1224	References
1225	PART 11—Design of Moment Connections
1227	Scope FR Moment Connections
1229	FR Connections with Wide-Flange Columns
1236	FR Moment Splices
1241	Special Considerations
1244	FR Connections with HSS
1248	PR Moment Connections
1255	References
1257	PART 12—Design of Simple Connections for Combined Forces
1258	Scope Simple Shear Connections Subjected to Axial Force
1260	Combined Loading of Bolted Connections (Shear, Axial, and Torsion)
1261	Double-Angle Connections Subjected to Shear and Axial Force
1262	Single-Plate Connections Subjected to Shear and Axial Force
1264	Connections to HSS Members with Combined Forces
1266	References
1267	PART 13—Design of Bracing Connections and Truss Connections
1269	Scope Diagonal Bracing Connections
1281	Chevron Bracing Connections
1285	Horizontal Bracing Connections
1288	Truss Connections
1294	Design Table Discussion
1295	References
1297	Tables Table 13-1—Wrap-Around Gusset Plates
1299	PART 14—Design of Beam Bearing Plates, Column Base Plates, Anchor Rods, and Column Splices
1301	Scope Beam Bearing Plates
1302	Column Base Plates for Axial Compression
1307	Column Bases for Axial Tension, Shear, and Moment
1310	Column Splices
1317	References
1318	Tables Table 14-1—Recommended Sizes for Washers and Anchor Rod Holes in Base Plates
1319	Table 14-2—Finish Allowances
1320	Table 14-3—Typical Column Splices Case I
1322	Case II Case III
1324	Case IV
1328	Case V
1330	Case VI
1332	Case VII
1334	Case VIII
1338	Case IX
1339	Cases X, XI, and XII
1343	PART 15—Design of Hanger Connections, Bracket Plates, and Crane Rail Connections
1344	Scope Hanger Connections
1345	Bracket Plates
1347	Crane Rail Connections
1352	Design Table Discussion
1353	References
1354	Tables Table 15-1—Preliminary Hanger Connection Selection Table
1355	Table 15-2—Net Plastic Section Modulus
1357	PART 16—Specifications and Codes
1359	PART 16.1—ANSI/AISC 360-22 (bookmarks below) 2022 AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-22)
1361	Dedication
1363	Preface
1367	Table of Contents
1389	Symbols
1408	Glossary
1423	Abbreviations
1425	CHAPTER A—General Provisions A1. Scope
1426	A2. Referenced Specifications, Codes, and Standards
1430	A3. Material
1435	A4. Structural Design Documents and Specifications
1438	A5. Approvals
1439	CHAPTER B—Design Requirements B1. General Provisions B2. Loads and Load Combinations B3. Design Basis
1443	B4. Member Properties
1449	B5. Fabrication and Erection B6. Quality Control and Quality Assurance B7. Evaluation of Existing Structures B8. Dimensional Tolerances
1450	CHAPTER C—Design for Stability C1. General Stability Requirements
1451	C2. Calculation of Required Strengths
1455	C3. Calculation of Available Strengths
1456	CHAPTER D—Design of Members for Tension D1. Slenderness Limitations D2. Tensile Strength
1457	D3. Effective Net Area D4. Built-Up Members
1459	D5. Pin-Connected Members
1460	D6. Eyebars
1462	CHAPTER E—Design of Members for Compression E1. General Provisions
1464	E2. Effective Length E3. Flexural Buckling of Members without Slender Elements
1465	E4. Torsional and Flexural-Torsional Buckling of Single Angles and Members without Slender Elements
1467	E5. Single-Angle Compression Members
1469	E6. Built-Up Members
1472	E7. Members with Slender Elements
1474	CHAPTER F—Design of Members for Flexure
1476	F1. General Provisions
1477	F2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis
1479	F3. Doubly Symmetric I-Shaped Members with Compact Webs and Noncompact or Slender Flanges Bent About Their Major Axis
1480	F4. Other I-Shaped Members with Compact or Noncompact Webs Bent About Their Major Axis
1484	F5. Doubly Symmetric and Singly Symmetric I-Shaped Members with Slender Webs Bent About Their Major Axis
1485	F6. I-Shaped Members and Channels Bent About Their Minor Axis
1486	F7. Square and Rectangular HSS and Box Sections
1489	F8. Round HSS F9. Tees and Double Angles Loaded in the Plane of Symmetry
1492	F10. Single Angles
1495	F11. Rectangular Bars and Rounds F12. Unsymmetrical Shapes
1496	F13. Proportions of Beams and Girders
1499	CHAPTER G—Design of Members for Shear G1. General Provisions G2. I-Shaped Members and Channels
1504	G3. Single Angles and Tees G4. Rectangular HSS, Box Sections, and Other Singly and Doubly Symmetric Members G5. Round HSS
1505	G6. Doubly Symmetric and Singly Symmetric Members Subjected to Minor-Axis Shear G7. Beams and Girders with Web Openings
1506	CHAPTER H—Design of Members for Combined Forces and Torsion H1. Doubly and Singly Symmetric Members Subjected to Flexure and Axial Force
1508	H2. Unsymmetric and Other Members Subjected to Flexure and Axial Force
1509	H3. Members Subjected to Torsion and Combined Torsion, Flexure, Shear, and/or Axial Force
1511	H4. Rupture of Flanges with Bolt Holes and Subjected to Tension
1513	CHAPTER I—Design of Composite Members I1. General Provisions
1519	I2. Axial Force
1524	I3. Flexure
1530	I4. Shear
1532	I5. Combined Flexure and Axial Force
1533	I6. Load Transfer
1536	I7. Composite Diaphragms and Collector Beams
1537	I8. Steel Anchors
1545	CHAPTER J—Design of Connections J1. General Provisions
1548	J2. Welds and Welded Joints
1558	J3. Bolts, Threaded Parts, and Bolted Connections
1569	J4. Affected Elements of Members and Connecting Elements
1571	J5. Fillers J6. Splices
1572	J7. Bearing Strength J8. Column Bases and Bearing of Concrete
1573	J9. Anchor Rods and Embedments
1574	J10. Flanges and Webs with Concentrated Forces
1581	CHAPTER K—Additional Requirements for HSS and Box-Section Connections K1. General Provisions and Parameters for HSS Connections
1584	K2. Concentrated Forces on HSS K3. HSS-to-HSS Truss Connections
1588	K4. HSS-to-HSS Moment Connections
1592	K5. Welds of Plates and Branches to HSS
1598	CHAPTER L—Design for Stability L1. General Provisions L2. Deflections L3. Drift
1599	L4. Vibration L5. Wind-Induced Motion L6. Thermal Expansion and Contraction L7. Connection Slip
1600	CHAPTER M—Fabrication and Erection M1. Fabrication and Erection Documents M2. Fabrication
1603	M3. Shop Painting
1604	M4. Erection
1606	CHAPTER N—Quality Control and Quality Assurance N1. General Provisions
1607	N2. Fabricator and Erector Quality Control Program
1608	N3. Fabricator and Erector Documents
1609	N4. Inspection and Nondestructive Testing Personnel
1610	N5. Minimum Requirements for Inspection of Structural Steel Buildings
1617	N6. Approved Fabricators and Erectors N7. Nonconforming Material and Workmanship
1618	N8. Minimum Requirements for Shop- or Field-Applied Coatings
1619	APPENDIX 1—Design by Advanced Analysis 1.1. General Requirements 1.2. Design by Elastic Analysis
1621	1.3. Design by Inelastic Analysis
1626	APPENDIX 2—Design of Filled Composite Members (High Strength) 2.1. Rectangular Filled Composite Members
1628	APPENDIX 3—Fatigue 3.1. General Provisions
1629	3.2. Calculation of Maximum Stresses and Stress Ranges 3.3 Plain Material and Welded Joints
1631	3.4. Bolts and Threaded Parts
1632	3.5. Fabrication and Erection Requirements for Fatigue
1633	3.6. Nondestructive Examination Requirements for Fatigue
1654	APPENDIX 4—Structural Design for Fire Conditions 4.1. General Provisions
1655	4.2. Structural Design for Fire Conditions by Analysis
1670	4.3. Design by Qualification Testing
1691	APPENDIX 5—Evaluation of Existing Structures 5.1. General Provisions 5.2. Material Properties
1692	5.3. Evaluation by Structural Analysis
1693	5.4. Evaluation by Load Tests
1694	5.5. Evaluation Report
1695	APPENDIX 6—Member Stability Bracing 6.1. General Provisions
1696	6.2. Column Bracing
1697	6.3. Beam Bracing
1701	6.4. Beam-Column Bracing
1703	APPENDIX 7—Alternative Methods of Design for Stability 7.1. General Stability Requirements 7.2. Effective Length Method
1704	7.3. First-Order Analysis Method
1707	APPENDIX 8—Approximate Analysis 8.1. Approximate Second-Order Elastic Analysis
1710	8.2. Approximate Inelastic Moment Redistribution
1711	COMMENTARY
1712	Commentary Symbols
1716	Commentary Glossary
1719	Chapter A
1734	Chapter B
1757	Chapter C
1769	Chapter D
1777	Chapter E
1794	Chapter F
1820	Chapter G
1828	Chapter H
1842	Chapter I
1897	Chapter J
1948	Chapter K
1966	Chapter L
1972	Chapter M
1978	Chapter N
1996	Appendix 1
2012	Appendix 2
2013	Appendix 3
2021	Appendix 4
2052	Appendix 5
2056	Appendix 6
2072	Appendix 7
2083	Appendix 8
2091	References
2135	PART 16.2—2020 RCSC Specification for Structural Joints Using High-Strength Bolts (bookmarks below) 2020 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS
2137	Preface
2140	Table of Contents
2142	Symbols
2144	Glossary
2149	Section 1. General Requirements
2154	Section 2. Bolting Components and Assemblies
2171	Section 3. Bolted Parts
2180	Section 4. Joint Type
2185	Section 5. Limit States in Bolted Joints
2197	Section 6. Use of Washers
2200	Section 7. Pre-Installation Verification
2208	Section 8. Installation
2218	Section 9. Inspection
2223	Section 10. Arbitration
2225	Appendix A. Testing Method to Determine the Slip Coefficient for Coatings used in Bolted Joints
2238	References
2242	Index
2249	PART 16.3—ANSI/AISC 303-22 (bookmarks below) 2022 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (ANSI/AISC 303-22)
2251	Dedication
2252	Preface
2255	Table of Contents
2258	Glossary
2262	Abbreviations
2263	Section 1. General Provisions
2270	Section 2. Classification of Materials
2274	Section 3. Design Documents and Specifications
2285	Section 4. Approval Documents
2293	Section 5. Materials
2296	Section 6. Shop Fabrication and Delivery
2302	Section 7. Erection
2312	Section 8. Quality Control
2314	Section 9. Contracts
2318	Section 10. Architecturally Exposed Structural Steel (AESS)
2325	Section 11. Fabrication and Erection Tolerances
2343	PART 17—Miscellaneous Data and Mathematical Information
2344	Tables Table 17-1—SI Equivalents of Standard U.S. Shape Profiles— W-Shapes
2347	Table 17-2—SI Equivalents of Standard U.S. Shape Profiles— M-, S-, and HP-Shapes
2348	Table 17-3—SI Equivalents of Standard U.S. Shape Profiles— Channels
2349	Table 17-4—SI Equivalents of Standard U.S. Shape Profiles— Angles
2351	Table 17-5—SI Equivalents of Standard U.S. Shape Profiles— WT-Shapes
2354	Table 17-6—SI Equivalents of Standard U.S. Shape Profiles— MT- and ST-Shapes
2355	Table 17-7—SI Equivalents of Standard U.S. Shape Profiles— Rect. HSS
2361	Table 17-8—SI Equivalents of Standard U.S. Shape Profiles— Square HSS
2363	Table 17-9—SI Equivalents of Standard U.S. Shape Profiles— Round HSS and Pipes
2367	Table 17-10—Wire and Sheet Metal Gages
2368	Table 17-11—Coefficient of Expansion
2369	Table 17-12—Densities of Common Materials
2371	Table 17-13—Weights of Building Materials
2372	Table 17-14—Weights and Measures
2373	Table 17-15—Base SI Units for Steel Design Table 17-16—SI Prefixes for Steel Design Table 17-17—Derived SI Units for Steel Design
2374	Table 17-18—SI Equivalents of Fractions of an Inch Table 17-19—SI Bolt Designation
2375	Table 17-20—Weights and Measures International System of Units
2376	Table 17-21—SI Conversion Factors
2378	Table 17-22—Bracing Formulas
2379	Table 17-23—Properties of the Parabola and Ellipse
2380	Table 17-24—Properties of the Circle
2381	Table 17-25—Properties of Geometric Sections
2388	Table 17-26— Trigonometric Formulas
2389	PART 18—Symbols and Index
2391	Symbols
2401	Index

Published By	Publication Date	Number of Pages
AISC	2023


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Standard Title	AISC Steel Construction Manual, 16th Edition
Published Code	AISC
Publication Date	2023