AISC SteelConstructionManual 2023 16thEd
$270.83
AISC Steel Construction Manual, 16th Edition
| Published By | Publication Date | Number of Pages |
| AISC | 2023 |
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
PDF Catalog
| 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 |
