{"id":438793,"date":"2024-10-20T08:05:24","date_gmt":"2024-10-20T08:05:24","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/aisc-steelconstructionmanual-2023-16thed\/"},"modified":"2024-10-26T15:09:45","modified_gmt":"2024-10-26T15:09:45","slug":"aisc-steelconstructionmanual-2023-16thed","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/aisc\/aisc-steelconstructionmanual-2023-16thed\/","title":{"rendered":"AISC SteelConstructionManual 2023 16thEd"},"content":{"rendered":"

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<\/p>\n

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PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\n16TH EDITION AISC STEEL CONSTRUCTION MANUAL <\/td>\n<\/tr>\n
3<\/td>\nContents <\/td>\n<\/tr>\n
6<\/td>\nCopyright <\/td>\n<\/tr>\n
7<\/td>\nDedication <\/td>\n<\/tr>\n
9<\/td>\nForward <\/td>\n<\/tr>\n
10<\/td>\nPreface <\/td>\n<\/tr>\n
12<\/td>\nScope <\/td>\n<\/tr>\n
13<\/td>\nReferences <\/td>\n<\/tr>\n
15<\/td>\nPART 1\u2014Dimensions and Properties <\/td>\n<\/tr>\n
17<\/td>\nScope
Structural Products <\/td>\n<\/tr>\n
24<\/td>\nStandard Mill Practices <\/td>\n<\/tr>\n
25<\/td>\nReferences <\/td>\n<\/tr>\n
26<\/td>\nTables
Table 1-1\u2014W-Shapes <\/td>\n<\/tr>\n
46<\/td>\nTable 1-2\u2014M-Shapes <\/td>\n<\/tr>\n
48<\/td>\nTable 1-3\u2014S-Shapes <\/td>\n<\/tr>\n
50<\/td>\nTable 1-4\u2014HP-Shapes <\/td>\n<\/tr>\n
52<\/td>\nTable 1-5\u2014C-Shapes <\/td>\n<\/tr>\n
54<\/td>\nTable 1-6\u2014MC-Shapes <\/td>\n<\/tr>\n
58<\/td>\nTable 1-7\u2014Angles <\/td>\n<\/tr>\n
66<\/td>\nTable 1-7A\u2014 Workable Gages in Angle Legs <\/td>\n<\/tr>\n
67<\/td>\nTable 1-7B\u2014 Width-to-Thickness Criteria for Angles <\/td>\n<\/tr>\n
68<\/td>\nTable 1-8\u2014WT-Shapes <\/td>\n<\/tr>\n
88<\/td>\nTable 1-9\u2014MT-Shapes <\/td>\n<\/tr>\n
90<\/td>\nTable 1-10\u2014ST-Shapes <\/td>\n<\/tr>\n
92<\/td>\nTable 1-11\u2014 Rect. HSS <\/td>\n<\/tr>\n
116<\/td>\nTable 1-12\u2014Square HSS <\/td>\n<\/tr>\n
120<\/td>\nTable 1-12A\u2014 Width-to-Thickness Criteria for Rect. and Square HSS <\/td>\n<\/tr>\n
121<\/td>\nTable 1-13\u2014 Round HSS <\/td>\n<\/tr>\n
128<\/td>\nTable 1-14\u2014Pipes <\/td>\n<\/tr>\n
130<\/td>\nTable 1-15\u2014 Double Angles <\/td>\n<\/tr>\n
140<\/td>\nTable 1-16\u2014 2C-Shapes <\/td>\n<\/tr>\n
141<\/td>\nTable 1-17\u20142MC-Shapes <\/td>\n<\/tr>\n
143<\/td>\nTable 1-18\u2014Weights of Raised-Pattern Floor Plates <\/td>\n<\/tr>\n
144<\/td>\nTable 1-19\u2014W-Shapes with Cap Channels <\/td>\n<\/tr>\n
146<\/td>\nTable 1-20\u2014S-Shapes with Cap Channels <\/td>\n<\/tr>\n
148<\/td>\nTable 1-21\u2014Crane Rails <\/td>\n<\/tr>\n
149<\/td>\nTable 1-22\u2014ASTM A6\/A6M Tolerances <\/td>\n<\/tr>\n
151<\/td>\nTable 1-23\u2014ASTM A6\/A6M Tolerances <\/td>\n<\/tr>\n
152<\/td>\nTable 1-24\u2014ASTM A6\/A6M Tolerances <\/td>\n<\/tr>\n
153<\/td>\nTable 1-25\u2014ASTM A6\/A6M Tolerances <\/td>\n<\/tr>\n
154<\/td>\nTable 1-26\u2014ASTM A6\/A6M Tolerances <\/td>\n<\/tr>\n
155<\/td>\nTable 1-27\u2014ASTM Tolerances <\/td>\n<\/tr>\n
157<\/td>\nTable 1-28\u2014ASTM Tolerances <\/td>\n<\/tr>\n
159<\/td>\nTable 1-29\u2014ASTM A6\/A6M Tolerances for Rectangular Plates <\/td>\n<\/tr>\n
161<\/td>\nPART 2\u2014General Design Considerations <\/td>\n<\/tr>\n
164<\/td>\nScope
Using the Manual Tables
Applcable Specifications, Codes, and Standards <\/td>\n<\/tr>\n
167<\/td>\nOSHA Requirements <\/td>\n<\/tr>\n
169<\/td>\nUsing the 2022 AISC Specification <\/td>\n<\/tr>\n
171<\/td>\nDesign Fundamentals <\/td>\n<\/tr>\n
178<\/td>\nStability Bracing <\/td>\n<\/tr>\n
182<\/td>\nProperly Specifying Materials <\/td>\n<\/tr>\n
187<\/td>\nContract Document Information <\/td>\n<\/tr>\n
195<\/td>\nConstructability <\/td>\n<\/tr>\n
196<\/td>\nTolerances <\/td>\n<\/tr>\n
199<\/td>\nQuality Control and Quality Assurance
Cambering, Curving, and Straightening <\/td>\n<\/tr>\n
201<\/td>\nFire Protection and Engineering
Corrosion Protection <\/td>\n<\/tr>\n
203<\/td>\nRenovation and Retrofit of Existing Structures
Thermal Effects <\/td>\n<\/tr>\n
204<\/td>\nFatigue and Fracture Control <\/td>\n<\/tr>\n
207<\/td>\nWind and Seismic Design <\/td>\n<\/tr>\n
209<\/td>\nReferences <\/td>\n<\/tr>\n
214<\/td>\nTables
Table 2-1\u2014Summary Comparison of Methods for Stability Analysis and Design <\/td>\n<\/tr>\n
215<\/td>\nTable 2-2\u2014B2 Multipliers
Table 2-3 – AISI Standard Nomenclature for Flat-Rolled Carbon Steel <\/td>\n<\/tr>\n
216<\/td>\nTable 2-4 – Applicable ASTM Specifications for Various Structural Shapes <\/td>\n<\/tr>\n
218<\/td>\nTable 2-5 – Applicable ASTM Specifications for Plates and Bars <\/td>\n<\/tr>\n
220<\/td>\nTable 2-6 – Applicable ASTM Specifications for Various Types of Structural Fasteners <\/td>\n<\/tr>\n
222<\/td>\nTable 2-7 – Summary of Surface Preparation Standards <\/td>\n<\/tr>\n
224<\/td>\nTable 2-8 – Galvanic Corrosion <\/td>\n<\/tr>\n
225<\/td>\nPART 3\u2014Design of Flexural Members <\/td>\n<\/tr>\n
228<\/td>\nScope
Section Properties and Areas
Flexural Strength <\/td>\n<\/tr>\n
230<\/td>\nLocal Buckling
Lateral-Torsional Buckling <\/td>\n<\/tr>\n
231<\/td>\nAvailable Shear Strength
Steel W-Shape Composite Beams <\/td>\n<\/tr>\n
232<\/td>\nOther Specification Requirements and Design Considerations <\/td>\n<\/tr>\n
233<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
241<\/td>\nReferences <\/td>\n<\/tr>\n
242<\/td>\nTables
Table 3-1\u2014Values of Cb for Simply Supported Beams <\/td>\n<\/tr>\n
243<\/td>\nTable 3-2\u2014W-Shapes Selection by Zx <\/td>\n<\/tr>\n
252<\/td>\nTable 3-3\u2014W-Shapes Selection by Ix <\/td>\n<\/tr>\n
254<\/td>\nTable 3-4\u2014W-Shapes Selection by Zy <\/td>\n<\/tr>\n
257<\/td>\nTable 3-5\u2014W-Shapes Selection by Iy <\/td>\n<\/tr>\n
259<\/td>\nTable 3-6\u2014Maximum Total Uniform Load\u2014W-Shapes <\/td>\n<\/tr>\n
299<\/td>\nTable 3-7\u2014Maximum Total Uniform Load\u2014S-Shapes <\/td>\n<\/tr>\n
304<\/td>\nTable 3-8\u2014Maximum Total Uniform Load\u2014C-Shapes <\/td>\n<\/tr>\n
310<\/td>\nTable 3-9\u2014Maximum Total Uniform Load\u2014MC-Shapes <\/td>\n<\/tr>\n
317<\/td>\nTable 3-10\u2014W-Shapes <\/td>\n<\/tr>\n
353<\/td>\nTable 3-11\u2014Channels <\/td>\n<\/tr>\n
362<\/td>\nTable 3-12\u2014Available Flexural Strength Rect. HSS <\/td>\n<\/tr>\n
370<\/td>\nTable 3-13\u2014Available Flexural Strength Square HSS <\/td>\n<\/tr>\n
372<\/td>\nTable 3-14\u2014Available Flexural Strength Round HSS <\/td>\n<\/tr>\n
374<\/td>\nTable 3-15\u2014Available Flexural Strength Pipe <\/td>\n<\/tr>\n
375<\/td>\nTable 3-16a\u2014 Available Shear Stress <\/td>\n<\/tr>\n
376<\/td>\nTable 3-16b\u2014 Available Shear Stress <\/td>\n<\/tr>\n
377<\/td>\nTable 3-16c\u2014 Available Shear Stress <\/td>\n<\/tr>\n
378<\/td>\nTable 3-17a\u2014 Raised Pattern Floor Plate <\/td>\n<\/tr>\n
379<\/td>\nTable 3-17b\u2014 Raised Pattern Floor Plate <\/td>\n<\/tr>\n
380<\/td>\nTable 3-18\u2014 Composite W-Shapes <\/td>\n<\/tr>\n
416<\/td>\nTable 3-19\u2014Lower-Bound Elastic Moment of Inertia <\/td>\n<\/tr>\n
434<\/td>\nTable 3-20\u2014Shear Stud Anchor <\/td>\n<\/tr>\n
436<\/td>\nTable 3-21a\u2014 Concentrated Load Equivalents <\/td>\n<\/tr>\n
437<\/td>\nTable 3-21b\u2014 Cantilevered Beams <\/td>\n<\/tr>\n
438<\/td>\nTable 3-21c\u2014 Continuous Beams <\/td>\n<\/tr>\n
439<\/td>\nTable 3-22\u2014 Shears, Moments, and Deflections <\/td>\n<\/tr>\n
457<\/td>\nPART 4\u2014Design of Compression Members <\/td>\n<\/tr>\n
459<\/td>\nScope
Available Compressive Strength
Local Buckling
Effective Length and Column Slenderness <\/td>\n<\/tr>\n
460<\/td>\nComposite Compression Members
Design Table Discussion <\/td>\n<\/tr>\n
467<\/td>\nReferences <\/td>\n<\/tr>\n
468<\/td>\nTables
Table 4-1a\u2014 Available Strength in Axial Compression\u2014 W-Shapes (50 ksi) <\/td>\n<\/tr>\n
481<\/td>\nTable 4-1b\u2014 Available Strength in Axial Compression\u2014 W-Shapes (65 ksi) <\/td>\n<\/tr>\n
489<\/td>\nTable 4-1c\u2014 Available Strength in Axial Compression\u2014 W-Shapes (70 ksi) <\/td>\n<\/tr>\n
497<\/td>\nTable 4-2\u2014 Available Strength in Axial Compression\u2014 HP-Shapes <\/td>\n<\/tr>\n
501<\/td>\nTable 4-3\u2014 Available Strength in Axial Compression\u2014 Rect. HSS <\/td>\n<\/tr>\n
524<\/td>\nTable 4-4\u2014 Available Strength in Axial Compression\u2014 Square HSS <\/td>\n<\/tr>\n
540<\/td>\nTable 4-5\u2014 Available Strength in Axial Compression\u2014 Round HSS <\/td>\n<\/tr>\n
556<\/td>\nTable 4-6\u2014 Available Strength in Axial Compression\u2014 Pipe <\/td>\n<\/tr>\n
560<\/td>\nTable 4-7\u2014 Available Strength in Axial Compression\u2014 Concentrically Loaded WT-Shapes <\/td>\n<\/tr>\n
594<\/td>\nTable 4-8\u2014 Available Strength in Axial Compression\u2014 Double Angles <\/td>\n<\/tr>\n
605<\/td>\nTable 4-9\u2014 Available Strength in Axial Compression\u2014 Double Angles <\/td>\n<\/tr>\n
620<\/td>\nTable 4-10\u2014 Available Strength in Axial Compression\u2014 Double Angles <\/td>\n<\/tr>\n
635<\/td>\nTable 4-11\u2014 Available Strength in Axial Compression\u2014 Concentrically Loaded Single Angles <\/td>\n<\/tr>\n
659<\/td>\nTable 4-12\u2014 Available Strength in Axial Compression\u2014 Eccentrically Loaded Single Angles <\/td>\n<\/tr>\n
683<\/td>\nTable 4-13\u2014 Stiffness Reduction Factor <\/td>\n<\/tr>\n
684<\/td>\nTable 4-14\u2014 Available Nominal Stress for Compression Members <\/td>\n<\/tr>\n
689<\/td>\nPART 5\u2014Design of Tension Members <\/td>\n<\/tr>\n
690<\/td>\nScope
Gross Area, Net Area, and Effective Net Area
Tensile Strength <\/td>\n<\/tr>\n
691<\/td>\nOther Specification Requirements and Design Considerations
Design Table Discussion <\/td>\n<\/tr>\n
693<\/td>\nTables
Table 5-1\u2014Available Strength in Axial Tension\u2014W-Shapes <\/td>\n<\/tr>\n
698<\/td>\nTable 5-2\u2014Available Strength in Axial Tension\u2014Angles <\/td>\n<\/tr>\n
701<\/td>\nTable 5-3\u2014Available Strength in Axial Tension\u2014WT-Shapes <\/td>\n<\/tr>\n
706<\/td>\nTable 5-4\u2014Available Strength in Axial Tension\u2014Rect. HSS <\/td>\n<\/tr>\n
711<\/td>\nTable 5-5\u2014Available Strength in Axial Tension\u2014Square HSS <\/td>\n<\/tr>\n
713<\/td>\nTable 5-6\u2014Available Strength in Axial Tension\u2014Round HSS <\/td>\n<\/tr>\n
715<\/td>\nTable 5-7\u2014Available Strength in Axial Tension\u2014Pipe <\/td>\n<\/tr>\n
716<\/td>\nTable 5-8\u2014Available Strength in Axial Tension\u2014Double Angles <\/td>\n<\/tr>\n
719<\/td>\nPART 6\u2014Design of Members Subject to Combined Forces <\/td>\n<\/tr>\n
720<\/td>\nScope
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 <\/td>\n<\/tr>\n
722<\/td>\nMembers 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 <\/td>\n<\/tr>\n
723<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
725<\/td>\nReferences <\/td>\n<\/tr>\n
726<\/td>\nTables
Table 6-1\u2014Available Strength for Members Subject to Axial, Shear, Flexural, or Combined Forces\u2014W-Shapes <\/td>\n<\/tr>\n
823<\/td>\nTable 6-2a\u2014Cross-Section Strength for Rectangular Encased W-Shapes <\/td>\n<\/tr>\n
824<\/td>\nTable 6-2b\u2014Cross-Section Strength for Rectangular Encased W-Shapes <\/td>\n<\/tr>\n
825<\/td>\nTable 6-3\u2014Cross-Section Strength for Composite Filled Rect. HSS <\/td>\n<\/tr>\n
826<\/td>\nTable 6-4\u2014Cross-Section Strength for Composite Filled Round HSS <\/td>\n<\/tr>\n
827<\/td>\nTable 6-5\u2014Beam-Column Structural Analysis <\/td>\n<\/tr>\n
829<\/td>\nPART 7\u2014Design Considerations for Bolts <\/td>\n<\/tr>\n
831<\/td>\nScope
General Requirements for Bolted Joints <\/td>\n<\/tr>\n
833<\/td>\nProper Specification of Joint Type <\/td>\n<\/tr>\n
834<\/td>\nDesign Requirements <\/td>\n<\/tr>\n
835<\/td>\nEccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
840<\/td>\nSpecial Considerations for Hollow Structural Sections <\/td>\n<\/tr>\n
843<\/td>\nOther Specification Requirements and Design Considerations <\/td>\n<\/tr>\n
845<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
848<\/td>\nReferences <\/td>\n<\/tr>\n
849<\/td>\nTables
Table 7-1\u2014Available Shear Strength of Bolts <\/td>\n<\/tr>\n
851<\/td>\nTable 7-2\u2014Available Tensile Strength of Bolts <\/td>\n<\/tr>\n
852<\/td>\nTable 7-3\u2014Slip-Critical Connections <\/td>\n<\/tr>\n
855<\/td>\nTable 7-4\u2014Available Bearing and Tearout Strength at Bolt Holes Based on Bolt Spacing <\/td>\n<\/tr>\n
857<\/td>\nTable 7-5\u2014Available Bearing and Tearout Strength at Bolt Holes Based on Edge Distance <\/td>\n<\/tr>\n
859<\/td>\nTable 7-6\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
865<\/td>\nTable 7-7\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
871<\/td>\nTable 7-8\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
877<\/td>\nTable 7-9\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
883<\/td>\nTable 7-10\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
889<\/td>\nTable 7-11\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
895<\/td>\nTable 7-12\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
901<\/td>\nTable 7-13\u2014Coefficients C for Eccentrically Loaded Bolt Groups <\/td>\n<\/tr>\n
907<\/td>\nTable 7-14\u2014Dimensions of High-Strength Fasteners <\/td>\n<\/tr>\n
908<\/td>\nTable 7-15\u2014Entering and Tightening Clearance <\/td>\n<\/tr>\n
909<\/td>\nTable 7-16\u2014Entering and Tightening Clearance <\/td>\n<\/tr>\n
911<\/td>\nTable 7-17\u2014Threading Dimensions for High-Strength and Non-High-Strength Bolts <\/td>\n<\/tr>\n
912<\/td>\nTable 7-18\u2014Dimensions of Non-High-Strength Fasteners <\/td>\n<\/tr>\n
915<\/td>\nPART 8\u2014Design Considerations for Welds <\/td>\n<\/tr>\n
918<\/td>\nScope
General Requirements for Welded Joints <\/td>\n<\/tr>\n
923<\/td>\nProper Specification of Joint Type <\/td>\n<\/tr>\n
925<\/td>\nConcentrically Loaded Weld Groups
Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
934<\/td>\nOther Specification Requirements and Design Considerations <\/td>\n<\/tr>\n
941<\/td>\nWelding Considerations for HSS <\/td>\n<\/tr>\n
945<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
949<\/td>\nReferences <\/td>\n<\/tr>\n
950<\/td>\nTables
Table 8-1\u2014 Coefficients, C, for Concentrically Loaded Weld Group Elements <\/td>\n<\/tr>\n
951<\/td>\nTable 8-2\u2014Prequalified Welded Joints <\/td>\n<\/tr>\n
984<\/td>\nTable 8-3\u2014Electrode Strength Coefficient <\/td>\n<\/tr>\n
985<\/td>\nTable 8-4\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
991<\/td>\nTable 8-5\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
997<\/td>\nTable 8-6\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1003<\/td>\nTable 8-7\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1009<\/td>\nTable 8-8\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1015<\/td>\nTable 8-9\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1021<\/td>\nTable 8-10\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1027<\/td>\nTable 8-10a\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1032<\/td>\nTable 8-11\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1038<\/td>\nTable 8-11a\u2014 Coefficients, C, for Eccentrically Loaded Weld Groups <\/td>\n<\/tr>\n
1043<\/td>\nTable 8-12\u2014 Approximate Number of Passes for Welds <\/td>\n<\/tr>\n
1045<\/td>\nPART 9\u2014Design of Connecting Elements <\/td>\n<\/tr>\n
1047<\/td>\nScope
Gross Area, Effective Net Area, and Whitmore Section
Connecting Elements Subject to Combined Loading <\/td>\n<\/tr>\n
1050<\/td>\nConnecting Elements Subject to Tension
Connecting Elements Subject to Shear
Connecting Elements Subject to Block Shear Rupture
Connecting Element Rupture Strength at Welds <\/td>\n<\/tr>\n
1051<\/td>\nConnecting Elements Subject to Compression Yielding and Buckling
Affected and Connecting Elements Subject to Flexure <\/td>\n<\/tr>\n
1055<\/td>\nBearing Limit States
Other Specification Requirements and Design Considerations <\/td>\n<\/tr>\n
1069<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
1072<\/td>\nReferences <\/td>\n<\/tr>\n
1073<\/td>\nTables
Table 9-1\u2014Reduction in Area for Holes <\/td>\n<\/tr>\n
1074<\/td>\nTable 9-2a\u2014Elastic Section Modulus for Coped W-Shapes <\/td>\n<\/tr>\n
1083<\/td>\nTable 9-2b\u2014Plastic Section Modulus for Coped W-Shapes <\/td>\n<\/tr>\n
1092<\/td>\nTable 9-3a\u2014Block Shear Tension Rupture Component <\/td>\n<\/tr>\n
1093<\/td>\nTable 9-3b\u2014Block Shear Shear Yielding Component <\/td>\n<\/tr>\n
1094<\/td>\nTable 9-3c\u2014Block Shear Shear Rupture Component <\/td>\n<\/tr>\n
1096<\/td>\nTable 9-4\u2014Beam Bearing Constants <\/td>\n<\/tr>\n
1115<\/td>\nPART 10\u2014Design of Simple Shear Connections <\/td>\n<\/tr>\n
1119<\/td>\nScope
Force Transfer <\/td>\n<\/tr>\n
1120<\/td>\nComparing Connection Alternatives <\/td>\n<\/tr>\n
1121<\/td>\nConstructability Considerations <\/td>\n<\/tr>\n
1123<\/td>\nDouble-Angle Connections <\/td>\n<\/tr>\n
1125<\/td>\nDesign Table Discussion (Tables 10-1, 10-2, and 10-3) <\/td>\n<\/tr>\n
1129<\/td>\nTables
Table 10-1a\u2014All-Bolted Double-Angle Connections <\/td>\n<\/tr>\n
1131<\/td>\nTable 10-1b\u2014All-Bolted Double-Angle Connections <\/td>\n<\/tr>\n
1132<\/td>\nTable 10-1c\u2014All-Bolted Double-Angle Connections <\/td>\n<\/tr>\n
1133<\/td>\nTable 10-2\u2014Available Weld Strength of Bolted\/Welded Double-Angle Connections <\/td>\n<\/tr>\n
1134<\/td>\nTable 10-3\u2014Available Weld Strength of All-Welded Double-Angle Connections <\/td>\n<\/tr>\n
1136<\/td>\nShear End-Plate Connections <\/td>\n<\/tr>\n
1137<\/td>\nDesign Table Discussion (Table 10-4) <\/td>\n<\/tr>\n
1139<\/td>\nTable 10-4a\u2014Shear End-Plate Connections <\/td>\n<\/tr>\n
1141<\/td>\nTable 10-4b\u2014Shear End-Plate Connections <\/td>\n<\/tr>\n
1142<\/td>\nUnstiffened Seated Connections
Table 10-4c\u2014Shear End-Plate Connections <\/td>\n<\/tr>\n
1144<\/td>\nDesign Table Discussion (Tables 10-5 and 10-6) <\/td>\n<\/tr>\n
1149<\/td>\nTable 10-5\u2014Bolted Unstiffened Seated Connections <\/td>\n<\/tr>\n
1151<\/td>\nTable 10-6\u2014Welded Unstiffened Seated Connections <\/td>\n<\/tr>\n
1153<\/td>\nStiffened Seated Connections <\/td>\n<\/tr>\n
1155<\/td>\nDesign Table Discussion (Tables 10-7 and 10-8) <\/td>\n<\/tr>\n
1157<\/td>\nTable 10-7\u2014Stiffened Seated Connections <\/td>\n<\/tr>\n
1158<\/td>\nTable 10-8\u2014Stiffened Seated Connections <\/td>\n<\/tr>\n
1162<\/td>\nSingle-Plate Connections <\/td>\n<\/tr>\n
1164<\/td>\nTable 10-9\u2014Design Values for Conventional Single-Plate Shear Connections <\/td>\n<\/tr>\n
1166<\/td>\nDesign Table Discussion (Table 10-10) <\/td>\n<\/tr>\n
1168<\/td>\nTable 10-10a\u2014Single Plate Connections <\/td>\n<\/tr>\n
1170<\/td>\nTable 10-10b\u2014Single Plate Connections <\/td>\n<\/tr>\n
1171<\/td>\nTable 10-10c\u2014Single Plate Connections <\/td>\n<\/tr>\n
1172<\/td>\nSingle-Angle Connections <\/td>\n<\/tr>\n
1174<\/td>\nDesign Table Discussion (Tables 10-11 and 10-12) <\/td>\n<\/tr>\n
1177<\/td>\nTable 10-11\u2014All-Bolted Single-Angle Connections <\/td>\n<\/tr>\n
1178<\/td>\nTable 10-12a\u2014 Bolted\/Welded Single-Angle Connections <\/td>\n<\/tr>\n
1179<\/td>\nTable 10-12b\u2014 Bolted\/Welded Single-Angle Connections <\/td>\n<\/tr>\n
1180<\/td>\nTable 10-12c\u2014 Bolted\/Welded Single-Angle Connections <\/td>\n<\/tr>\n
1181<\/td>\nTee Connections <\/td>\n<\/tr>\n
1182<\/td>\nShear Splices <\/td>\n<\/tr>\n
1184<\/td>\nSpecial Considerations for Simple Shear Connections <\/td>\n<\/tr>\n
1209<\/td>\nDesign Considerations for Simple Shear Connections to HSS Columns <\/td>\n<\/tr>\n
1213<\/td>\nDesign Table Discussion (Tables 10-13, 10-14A, 10-14B, 10-14C, and 10-15) <\/td>\n<\/tr>\n
1215<\/td>\nTable 10-13\u2014Minimum Inside Radius for Cold-Bending <\/td>\n<\/tr>\n
1217<\/td>\nTable 10-14B\u2014 Clearances for Bolted\/Welded Skewed Connections <\/td>\n<\/tr>\n
1219<\/td>\nTable 10-14C\u2014 Weld Details for Skewed Single-Plate Connections <\/td>\n<\/tr>\n
1222<\/td>\nTable 10-15\u2014 Required Length and Thickness for Stiffened Seated Connections to HSS <\/td>\n<\/tr>\n
1224<\/td>\nReferences <\/td>\n<\/tr>\n
1225<\/td>\nPART 11\u2014Design of Moment Connections <\/td>\n<\/tr>\n
1227<\/td>\nScope
FR Moment Connections <\/td>\n<\/tr>\n
1229<\/td>\nFR Connections with Wide-Flange Columns <\/td>\n<\/tr>\n
1236<\/td>\nFR Moment Splices <\/td>\n<\/tr>\n
1241<\/td>\nSpecial Considerations <\/td>\n<\/tr>\n
1244<\/td>\nFR Connections with HSS <\/td>\n<\/tr>\n
1248<\/td>\nPR Moment Connections <\/td>\n<\/tr>\n
1255<\/td>\nReferences <\/td>\n<\/tr>\n
1257<\/td>\nPART 12\u2014Design of Simple Connections for Combined Forces <\/td>\n<\/tr>\n
1258<\/td>\nScope
Simple Shear Connections Subjected to Axial Force <\/td>\n<\/tr>\n
1260<\/td>\nCombined Loading of Bolted Connections (Shear, Axial, and Torsion) <\/td>\n<\/tr>\n
1261<\/td>\nDouble-Angle Connections Subjected to Shear and Axial Force <\/td>\n<\/tr>\n
1262<\/td>\nSingle-Plate Connections Subjected to Shear and Axial Force <\/td>\n<\/tr>\n
1264<\/td>\nConnections to HSS Members with Combined Forces <\/td>\n<\/tr>\n
1266<\/td>\nReferences <\/td>\n<\/tr>\n
1267<\/td>\nPART 13\u2014Design of Bracing Connections and Truss Connections <\/td>\n<\/tr>\n
1269<\/td>\nScope
Diagonal Bracing Connections <\/td>\n<\/tr>\n
1281<\/td>\nChevron Bracing Connections <\/td>\n<\/tr>\n
1285<\/td>\nHorizontal Bracing Connections <\/td>\n<\/tr>\n
1288<\/td>\nTruss Connections <\/td>\n<\/tr>\n
1294<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
1295<\/td>\nReferences <\/td>\n<\/tr>\n
1297<\/td>\nTables
Table 13-1\u2014Wrap-Around Gusset Plates <\/td>\n<\/tr>\n
1299<\/td>\nPART 14\u2014Design of Beam Bearing Plates, Column Base Plates, Anchor Rods, and Column Splices <\/td>\n<\/tr>\n
1301<\/td>\nScope
Beam Bearing Plates <\/td>\n<\/tr>\n
1302<\/td>\nColumn Base Plates for Axial Compression <\/td>\n<\/tr>\n
1307<\/td>\nColumn Bases for Axial Tension, Shear, and Moment <\/td>\n<\/tr>\n
1310<\/td>\nColumn Splices <\/td>\n<\/tr>\n
1317<\/td>\nReferences <\/td>\n<\/tr>\n
1318<\/td>\nTables
Table 14-1\u2014Recommended Sizes for Washers and Anchor Rod Holes in Base Plates <\/td>\n<\/tr>\n
1319<\/td>\nTable 14-2\u2014Finish Allowances <\/td>\n<\/tr>\n
1320<\/td>\nTable 14-3\u2014Typical Column Splices
Case I <\/td>\n<\/tr>\n
1322<\/td>\nCase II
Case III <\/td>\n<\/tr>\n
1324<\/td>\nCase IV <\/td>\n<\/tr>\n
1328<\/td>\nCase V <\/td>\n<\/tr>\n
1330<\/td>\nCase VI <\/td>\n<\/tr>\n
1332<\/td>\nCase VII <\/td>\n<\/tr>\n
1334<\/td>\nCase VIII <\/td>\n<\/tr>\n
1338<\/td>\nCase IX <\/td>\n<\/tr>\n
1339<\/td>\nCases X, XI, and XII <\/td>\n<\/tr>\n
1343<\/td>\nPART 15\u2014Design of Hanger Connections, Bracket Plates, and Crane Rail Connections <\/td>\n<\/tr>\n
1344<\/td>\nScope
Hanger Connections <\/td>\n<\/tr>\n
1345<\/td>\nBracket Plates <\/td>\n<\/tr>\n
1347<\/td>\nCrane Rail Connections <\/td>\n<\/tr>\n
1352<\/td>\nDesign Table Discussion <\/td>\n<\/tr>\n
1353<\/td>\nReferences <\/td>\n<\/tr>\n
1354<\/td>\nTables
Table 15-1\u2014Preliminary Hanger Connection Selection Table <\/td>\n<\/tr>\n
1355<\/td>\nTable 15-2\u2014Net Plastic Section Modulus <\/td>\n<\/tr>\n
1357<\/td>\nPART 16\u2014Specifications and Codes <\/td>\n<\/tr>\n
1359<\/td>\nPART 16.1\u2014ANSI\/AISC 360-22 (bookmarks below)
2022 AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (ANSI\/AISC 360-22) <\/td>\n<\/tr>\n
1361<\/td>\nDedication <\/td>\n<\/tr>\n
1363<\/td>\nPreface <\/td>\n<\/tr>\n
1367<\/td>\nTable of Contents <\/td>\n<\/tr>\n
1389<\/td>\nSymbols <\/td>\n<\/tr>\n
1408<\/td>\nGlossary <\/td>\n<\/tr>\n
1423<\/td>\nAbbreviations <\/td>\n<\/tr>\n
1425<\/td>\nCHAPTER A\u2014General Provisions
A1. Scope <\/td>\n<\/tr>\n
1426<\/td>\nA2. Referenced Specifications, Codes, and Standards <\/td>\n<\/tr>\n
1430<\/td>\nA3. Material <\/td>\n<\/tr>\n
1435<\/td>\nA4. Structural Design Documents and Specifications <\/td>\n<\/tr>\n
1438<\/td>\nA5. Approvals <\/td>\n<\/tr>\n
1439<\/td>\nCHAPTER B\u2014Design Requirements
B1. General Provisions
B2. Loads and Load Combinations
B3. Design Basis <\/td>\n<\/tr>\n
1443<\/td>\nB4. Member Properties <\/td>\n<\/tr>\n
1449<\/td>\nB5. Fabrication and Erection
B6. Quality Control and Quality Assurance
B7. Evaluation of Existing Structures
B8. Dimensional Tolerances <\/td>\n<\/tr>\n
1450<\/td>\nCHAPTER C\u2014Design for Stability
C1. General Stability Requirements <\/td>\n<\/tr>\n
1451<\/td>\nC2. Calculation of Required Strengths <\/td>\n<\/tr>\n
1455<\/td>\nC3. Calculation of Available Strengths <\/td>\n<\/tr>\n
1456<\/td>\nCHAPTER D\u2014Design of Members for Tension
D1. Slenderness Limitations
D2. Tensile Strength <\/td>\n<\/tr>\n
1457<\/td>\nD3. Effective Net Area
D4. Built-Up Members <\/td>\n<\/tr>\n
1459<\/td>\nD5. Pin-Connected Members <\/td>\n<\/tr>\n
1460<\/td>\nD6. Eyebars <\/td>\n<\/tr>\n
1462<\/td>\nCHAPTER E\u2014Design of Members for Compression
E1. General Provisions <\/td>\n<\/tr>\n
1464<\/td>\nE2. Effective Length
E3. Flexural Buckling of Members without Slender Elements <\/td>\n<\/tr>\n
1465<\/td>\nE4. Torsional and Flexural-Torsional Buckling of Single Angles and Members without Slender Elements <\/td>\n<\/tr>\n
1467<\/td>\nE5. Single-Angle Compression Members <\/td>\n<\/tr>\n
1469<\/td>\nE6. Built-Up Members <\/td>\n<\/tr>\n
1472<\/td>\nE7. Members with Slender Elements <\/td>\n<\/tr>\n
1474<\/td>\nCHAPTER F\u2014Design of Members for Flexure <\/td>\n<\/tr>\n
1476<\/td>\nF1. General Provisions <\/td>\n<\/tr>\n
1477<\/td>\nF2. Doubly Symmetric Compact I-Shaped Members and Channels Bent About Their Major Axis <\/td>\n<\/tr>\n
1479<\/td>\nF3. Doubly Symmetric I-Shaped Members with Compact Webs and Noncompact or Slender Flanges Bent About Their Major Axis <\/td>\n<\/tr>\n
1480<\/td>\nF4. Other I-Shaped Members with Compact or Noncompact Webs Bent About Their Major Axis <\/td>\n<\/tr>\n
1484<\/td>\nF5. Doubly Symmetric and Singly Symmetric I-Shaped Members with Slender Webs Bent About Their Major Axis <\/td>\n<\/tr>\n
1485<\/td>\nF6. I-Shaped Members and Channels Bent About Their Minor Axis <\/td>\n<\/tr>\n
1486<\/td>\nF7. Square and Rectangular HSS and Box Sections <\/td>\n<\/tr>\n
1489<\/td>\nF8. Round HSS
F9. Tees and Double Angles Loaded in the Plane of Symmetry <\/td>\n<\/tr>\n
1492<\/td>\nF10. Single Angles <\/td>\n<\/tr>\n
1495<\/td>\nF11. Rectangular Bars and Rounds
F12. Unsymmetrical Shapes <\/td>\n<\/tr>\n
1496<\/td>\nF13. Proportions of Beams and Girders <\/td>\n<\/tr>\n
1499<\/td>\nCHAPTER G\u2014Design of Members for Shear
G1. General Provisions
G2. I-Shaped Members and Channels <\/td>\n<\/tr>\n
1504<\/td>\nG3. Single Angles and Tees
G4. Rectangular HSS, Box Sections, and Other Singly and Doubly Symmetric Members
G5. Round HSS <\/td>\n<\/tr>\n
1505<\/td>\nG6. Doubly Symmetric and Singly Symmetric Members Subjected to Minor-Axis Shear
G7. Beams and Girders with Web Openings <\/td>\n<\/tr>\n
1506<\/td>\nCHAPTER H\u2014Design of Members for Combined Forces and Torsion
H1. Doubly and Singly Symmetric Members Subjected to Flexure and Axial Force <\/td>\n<\/tr>\n
1508<\/td>\nH2. Unsymmetric and Other Members Subjected to Flexure and Axial Force <\/td>\n<\/tr>\n
1509<\/td>\nH3. Members Subjected to Torsion and Combined Torsion, Flexure, Shear, and\/or Axial Force <\/td>\n<\/tr>\n
1511<\/td>\nH4. Rupture of Flanges with Bolt Holes and Subjected to Tension <\/td>\n<\/tr>\n
1513<\/td>\nCHAPTER I\u2014Design of Composite Members
I1. General Provisions <\/td>\n<\/tr>\n
1519<\/td>\nI2. Axial Force <\/td>\n<\/tr>\n
1524<\/td>\nI3. Flexure <\/td>\n<\/tr>\n
1530<\/td>\nI4. Shear <\/td>\n<\/tr>\n
1532<\/td>\nI5. Combined Flexure and Axial Force <\/td>\n<\/tr>\n
1533<\/td>\nI6. Load Transfer <\/td>\n<\/tr>\n
1536<\/td>\nI7. Composite Diaphragms and Collector Beams <\/td>\n<\/tr>\n
1537<\/td>\nI8. Steel Anchors <\/td>\n<\/tr>\n
1545<\/td>\nCHAPTER J\u2014Design of Connections
J1. General Provisions <\/td>\n<\/tr>\n
1548<\/td>\nJ2. Welds and Welded Joints <\/td>\n<\/tr>\n
1558<\/td>\nJ3. Bolts, Threaded Parts, and Bolted Connections <\/td>\n<\/tr>\n
1569<\/td>\nJ4. Affected Elements of Members and Connecting Elements <\/td>\n<\/tr>\n
1571<\/td>\nJ5. Fillers
J6. Splices <\/td>\n<\/tr>\n
1572<\/td>\nJ7. Bearing Strength
J8. Column Bases and Bearing of Concrete <\/td>\n<\/tr>\n
1573<\/td>\nJ9. Anchor Rods and Embedments <\/td>\n<\/tr>\n
1574<\/td>\nJ10. Flanges and Webs with Concentrated Forces <\/td>\n<\/tr>\n
1581<\/td>\nCHAPTER K\u2014Additional Requirements for HSS and Box-Section Connections
K1. General Provisions and Parameters for HSS Connections <\/td>\n<\/tr>\n
1584<\/td>\nK2. Concentrated Forces on HSS
K3. HSS-to-HSS Truss Connections <\/td>\n<\/tr>\n
1588<\/td>\nK4. HSS-to-HSS Moment Connections <\/td>\n<\/tr>\n
1592<\/td>\nK5. Welds of Plates and Branches to HSS <\/td>\n<\/tr>\n
1598<\/td>\nCHAPTER L\u2014Design for Stability
L1. General Provisions
L2. Deflections
L3. Drift <\/td>\n<\/tr>\n
1599<\/td>\nL4. Vibration
L5. Wind-Induced Motion
L6. Thermal Expansion and Contraction
L7. Connection Slip <\/td>\n<\/tr>\n
1600<\/td>\nCHAPTER M\u2014Fabrication and Erection
M1. Fabrication and Erection Documents
M2. Fabrication <\/td>\n<\/tr>\n
1603<\/td>\nM3. Shop Painting <\/td>\n<\/tr>\n
1604<\/td>\nM4. Erection <\/td>\n<\/tr>\n
1606<\/td>\nCHAPTER N\u2014Quality Control and Quality Assurance
N1. General Provisions <\/td>\n<\/tr>\n
1607<\/td>\nN2. Fabricator and Erector Quality Control Program <\/td>\n<\/tr>\n
1608<\/td>\nN3. Fabricator and Erector Documents <\/td>\n<\/tr>\n
1609<\/td>\nN4. Inspection and Nondestructive Testing Personnel <\/td>\n<\/tr>\n
1610<\/td>\nN5. Minimum Requirements for Inspection of Structural Steel Buildings <\/td>\n<\/tr>\n
1617<\/td>\nN6. Approved Fabricators and Erectors
N7. Nonconforming Material and Workmanship <\/td>\n<\/tr>\n
1618<\/td>\nN8. Minimum Requirements for Shop- or Field-Applied Coatings <\/td>\n<\/tr>\n
1619<\/td>\nAPPENDIX 1\u2014Design by Advanced Analysis
1.1. General Requirements
1.2. Design by Elastic Analysis <\/td>\n<\/tr>\n
1621<\/td>\n1.3. Design by Inelastic Analysis <\/td>\n<\/tr>\n
1626<\/td>\nAPPENDIX 2\u2014Design of Filled Composite Members (High Strength)
2.1. Rectangular Filled Composite Members <\/td>\n<\/tr>\n
1628<\/td>\nAPPENDIX 3\u2014Fatigue
3.1. General Provisions <\/td>\n<\/tr>\n
1629<\/td>\n3.2. Calculation of Maximum Stresses and Stress Ranges
3.3 Plain Material and Welded Joints <\/td>\n<\/tr>\n
1631<\/td>\n3.4. Bolts and Threaded Parts <\/td>\n<\/tr>\n
1632<\/td>\n3.5. Fabrication and Erection Requirements for Fatigue <\/td>\n<\/tr>\n
1633<\/td>\n3.6. Nondestructive Examination Requirements for Fatigue <\/td>\n<\/tr>\n
1654<\/td>\nAPPENDIX 4\u2014Structural Design for Fire Conditions
4.1. General Provisions <\/td>\n<\/tr>\n
1655<\/td>\n4.2. Structural Design for Fire Conditions by Analysis <\/td>\n<\/tr>\n
1670<\/td>\n4.3. Design by Qualification Testing <\/td>\n<\/tr>\n
1691<\/td>\nAPPENDIX 5\u2014Evaluation of Existing Structures
5.1. General Provisions
5.2. Material Properties <\/td>\n<\/tr>\n
1692<\/td>\n5.3. Evaluation by Structural Analysis <\/td>\n<\/tr>\n
1693<\/td>\n5.4. Evaluation by Load Tests <\/td>\n<\/tr>\n
1694<\/td>\n5.5. Evaluation Report <\/td>\n<\/tr>\n
1695<\/td>\nAPPENDIX 6\u2014Member Stability Bracing
6.1. General Provisions <\/td>\n<\/tr>\n
1696<\/td>\n6.2. Column Bracing <\/td>\n<\/tr>\n
1697<\/td>\n6.3. Beam Bracing <\/td>\n<\/tr>\n
1701<\/td>\n6.4. Beam-Column Bracing <\/td>\n<\/tr>\n
1703<\/td>\nAPPENDIX 7\u2014Alternative Methods of Design for Stability
7.1. General Stability Requirements
7.2. Effective Length Method <\/td>\n<\/tr>\n
1704<\/td>\n7.3. First-Order Analysis Method <\/td>\n<\/tr>\n
1707<\/td>\nAPPENDIX 8\u2014Approximate Analysis
8.1. Approximate Second-Order Elastic Analysis <\/td>\n<\/tr>\n
1710<\/td>\n8.2. Approximate Inelastic Moment Redistribution <\/td>\n<\/tr>\n
1711<\/td>\nCOMMENTARY <\/td>\n<\/tr>\n
1712<\/td>\nCommentary Symbols <\/td>\n<\/tr>\n
1716<\/td>\nCommentary Glossary <\/td>\n<\/tr>\n
1719<\/td>\nChapter A <\/td>\n<\/tr>\n
1734<\/td>\nChapter B <\/td>\n<\/tr>\n
1757<\/td>\nChapter C <\/td>\n<\/tr>\n
1769<\/td>\nChapter D <\/td>\n<\/tr>\n
1777<\/td>\nChapter E <\/td>\n<\/tr>\n
1794<\/td>\nChapter F <\/td>\n<\/tr>\n
1820<\/td>\nChapter G <\/td>\n<\/tr>\n
1828<\/td>\nChapter H <\/td>\n<\/tr>\n
1842<\/td>\nChapter I <\/td>\n<\/tr>\n
1897<\/td>\nChapter J <\/td>\n<\/tr>\n
1948<\/td>\nChapter K <\/td>\n<\/tr>\n
1966<\/td>\nChapter L <\/td>\n<\/tr>\n
1972<\/td>\nChapter M <\/td>\n<\/tr>\n
1978<\/td>\nChapter N <\/td>\n<\/tr>\n
1996<\/td>\nAppendix 1 <\/td>\n<\/tr>\n
2012<\/td>\nAppendix 2 <\/td>\n<\/tr>\n
2013<\/td>\nAppendix 3 <\/td>\n<\/tr>\n
2021<\/td>\nAppendix 4 <\/td>\n<\/tr>\n
2052<\/td>\nAppendix 5 <\/td>\n<\/tr>\n
2056<\/td>\nAppendix 6 <\/td>\n<\/tr>\n
2072<\/td>\nAppendix 7 <\/td>\n<\/tr>\n
2083<\/td>\nAppendix 8 <\/td>\n<\/tr>\n
2091<\/td>\nReferences <\/td>\n<\/tr>\n
2135<\/td>\nPART 16.2\u20142020 RCSC Specification for Structural Joints Using High-Strength Bolts (bookmarks below)
2020 RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS <\/td>\n<\/tr>\n
2137<\/td>\nPreface <\/td>\n<\/tr>\n
2140<\/td>\nTable of Contents <\/td>\n<\/tr>\n
2142<\/td>\nSymbols <\/td>\n<\/tr>\n
2144<\/td>\nGlossary <\/td>\n<\/tr>\n
2149<\/td>\nSection 1. General Requirements <\/td>\n<\/tr>\n
2154<\/td>\nSection 2. Bolting Components and Assemblies <\/td>\n<\/tr>\n
2171<\/td>\nSection 3. Bolted Parts <\/td>\n<\/tr>\n
2180<\/td>\nSection 4. Joint Type <\/td>\n<\/tr>\n
2185<\/td>\nSection 5. Limit States in Bolted Joints <\/td>\n<\/tr>\n
2197<\/td>\nSection 6. Use of Washers <\/td>\n<\/tr>\n
2200<\/td>\nSection 7. Pre-Installation Verification <\/td>\n<\/tr>\n
2208<\/td>\nSection 8. Installation <\/td>\n<\/tr>\n
2218<\/td>\nSection 9. Inspection <\/td>\n<\/tr>\n
2223<\/td>\nSection 10. Arbitration <\/td>\n<\/tr>\n
2225<\/td>\nAppendix A. Testing Method to Determine the Slip Coefficient for Coatings used in Bolted Joints <\/td>\n<\/tr>\n
2238<\/td>\nReferences <\/td>\n<\/tr>\n
2242<\/td>\nIndex <\/td>\n<\/tr>\n
2249<\/td>\nPART 16.3\u2014ANSI\/AISC 303-22 (bookmarks below)
2022 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (ANSI\/AISC 303-22) <\/td>\n<\/tr>\n
2251<\/td>\nDedication <\/td>\n<\/tr>\n
2252<\/td>\nPreface <\/td>\n<\/tr>\n
2255<\/td>\nTable of Contents <\/td>\n<\/tr>\n
2258<\/td>\nGlossary <\/td>\n<\/tr>\n
2262<\/td>\nAbbreviations <\/td>\n<\/tr>\n
2263<\/td>\nSection 1. General Provisions <\/td>\n<\/tr>\n
2270<\/td>\nSection 2. Classification of Materials <\/td>\n<\/tr>\n
2274<\/td>\nSection 3. Design Documents and Specifications <\/td>\n<\/tr>\n
2285<\/td>\nSection 4. Approval Documents <\/td>\n<\/tr>\n
2293<\/td>\nSection 5. Materials <\/td>\n<\/tr>\n
2296<\/td>\nSection 6. Shop Fabrication and Delivery <\/td>\n<\/tr>\n
2302<\/td>\nSection 7. Erection <\/td>\n<\/tr>\n
2312<\/td>\nSection 8. Quality Control <\/td>\n<\/tr>\n
2314<\/td>\nSection 9. Contracts <\/td>\n<\/tr>\n
2318<\/td>\nSection 10. Architecturally Exposed Structural Steel (AESS) <\/td>\n<\/tr>\n
2325<\/td>\nSection 11. Fabrication and Erection Tolerances <\/td>\n<\/tr>\n
2343<\/td>\nPART 17\u2014Miscellaneous Data and Mathematical Information <\/td>\n<\/tr>\n
2344<\/td>\nTables
Table 17-1\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 W-Shapes <\/td>\n<\/tr>\n
2347<\/td>\nTable 17-2\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 M-, S-, and HP-Shapes <\/td>\n<\/tr>\n
2348<\/td>\nTable 17-3\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 Channels <\/td>\n<\/tr>\n
2349<\/td>\nTable 17-4\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 Angles <\/td>\n<\/tr>\n
2351<\/td>\nTable 17-5\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 WT-Shapes <\/td>\n<\/tr>\n
2354<\/td>\nTable 17-6\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 MT- and ST-Shapes <\/td>\n<\/tr>\n
2355<\/td>\nTable 17-7\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 Rect. HSS <\/td>\n<\/tr>\n
2361<\/td>\nTable 17-8\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 Square HSS <\/td>\n<\/tr>\n
2363<\/td>\nTable 17-9\u2014SI Equivalents of Standard U.S. Shape Profiles\u2014 Round HSS and Pipes <\/td>\n<\/tr>\n
2367<\/td>\nTable 17-10\u2014Wire and Sheet Metal Gages <\/td>\n<\/tr>\n
2368<\/td>\nTable 17-11\u2014Coefficient of Expansion <\/td>\n<\/tr>\n
2369<\/td>\nTable 17-12\u2014Densities of Common Materials <\/td>\n<\/tr>\n
2371<\/td>\nTable 17-13\u2014Weights of Building Materials <\/td>\n<\/tr>\n
2372<\/td>\nTable 17-14\u2014Weights and Measures <\/td>\n<\/tr>\n
2373<\/td>\nTable 17-15\u2014Base SI Units for Steel Design
Table 17-16\u2014SI Prefixes for Steel Design
Table 17-17\u2014Derived SI Units for Steel Design <\/td>\n<\/tr>\n
2374<\/td>\nTable 17-18\u2014SI Equivalents of Fractions of an Inch
Table 17-19\u2014SI Bolt Designation <\/td>\n<\/tr>\n
2375<\/td>\nTable 17-20\u2014Weights and Measures International System of Units <\/td>\n<\/tr>\n
2376<\/td>\nTable 17-21\u2014SI Conversion Factors <\/td>\n<\/tr>\n
2378<\/td>\nTable 17-22\u2014Bracing Formulas <\/td>\n<\/tr>\n
2379<\/td>\nTable 17-23\u2014Properties of the Parabola and Ellipse <\/td>\n<\/tr>\n
2380<\/td>\nTable 17-24\u2014Properties of the Circle <\/td>\n<\/tr>\n
2381<\/td>\nTable 17-25\u2014Properties of Geometric Sections <\/td>\n<\/tr>\n
2388<\/td>\nTable 17-26\u2014 Trigonometric Formulas <\/td>\n<\/tr>\n
2389<\/td>\nPART 18\u2014Symbols and Index <\/td>\n<\/tr>\n
2391<\/td>\nSymbols <\/td>\n<\/tr>\n
2401<\/td>\nIndex <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

AISC Steel Construction Manual, 16th Edition<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
AISC<\/b><\/a><\/td>\n2023<\/td>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":438796,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2821],"product_tag":[],"class_list":{"0":"post-438793","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-aisc","8":"first","9":"instock","10":"sold-individually","11":"shipping-taxable","12":"purchasable","13":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/438793","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/438796"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=438793"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=438793"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=438793"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}