AISC M325 17AW 2017
$270.83
Steel Construction Manual, 15th Ed.
| Published By | Publication Date | Number of Pages |
| AISC | 2017 | 2328 |
The 15th Edition Steel Construction Manual, first released in 2017, is the most current edition. The following standards, available as free downloads elsewhere on this site, are printed in Part 16 of this Manual: ANSI/AISC 360-16: Specification for Structural Steel Buildings, 2014 RCSC Specification for Structural Joints Using High-Strength Bolts, and ANSI/AISC 303-16: Code of Standard Practice for Steel Buildings and Bridges.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | Steel Construction Manual, 15th Edition |
| 3 | Contents |
| 6 | Copyright |
| 7 | Dedication |
| 8 | Foreward |
| 9 | Preface |
| 11 | Scope |
| 13 | Part 1 Dimensions and Properties |
| 15 | Scope Structural Products W-, M-, S- and HP-Shapes |
| 16 | Channels Angles |
| 17 | Structural Tees (WT-, MT- and ST-Shapes) Hollow Structural Sections (HSS) |
| 19 | Pipes Double Angles |
| 20 | Double Channels W-Shapes and S-Shapes with Cap Channels |
| 21 | Plate and Bar Products Raised-Pattern Floor Plates Crane Rails Other Structural Products |
| 22 | Standard Mill Practices Hot-Rolled Structural Shapes Hollow Structural Sections Pipes Plate Products |
| 23 | Part 1 References |
| 24 | Design Dimensions, Detailing Dimensions, and Axial, Strong-axis Flexural, and Weak-Axis Flexural Properties Tables Table 1-1 W-Shapes |
| 44 | Table 1-2 M-Shapes |
| 46 | Table 1-3 S-Shapes |
| 48 | Table 1-4 HP-Shapes |
| 50 | Table 1-5 C-Shapes |
| 52 | Table 1-6 MC-Shapes |
| 56 | Table 1-7 Angles |
| 64 | Table 1-7A Workable Gages in Angle Legs |
| 65 | Table 1-7B Width-to-Thickness Criteria for Angles |
| 66 | Table 1-8 WT-Shapes |
| 86 | Table 1-9 MT-Shapes |
| 88 | Table 1-10 ST-Shapes |
| 90 | Table 1-11 Rectangular HSS |
| 108 | Table 1-12 Square HSS |
| 112 | Table 1-12A Width-to-Thickness Criteria for Rectangular and Square HSS |
| 113 | Table 1-13 Round HSS |
| 118 | Table 1-14 Pipes |
| 120 | Table 1-15 Double Angles |
| 130 | Table 1-16 2C-Shapes |
| 133 | Table 1-18 Weights of Raised-Pattern Floor Plates |
| 134 | Table 1-19 W-Shapes with Cap Channels |
| 136 | Table 1-20 S-Shapes with Cap Channels |
| 138 | Table 1-21 Crane Rails |
| 139 | Table 1-22 ASTM A6 Tolerances for W-Shapes and HP-Shapes |
| 141 | Table 1-23 ASTM A6 Tolerances for S-Shapes, M-Shapes and Channels |
| 142 | Table 1-24 ASTM A6 Tolerances for WT-, MT- and ST-Shapes |
| 143 | Table 1-25 ASTM A6 Tolerances for Angles, 3 in. and Larger |
| 144 | Table 1-26 ASTM A6 Tolerances for Angles, < 3 in. |
| 145 | Table 1-27 ASTM Tolerances for Rectangular and Square HSS |
| 147 | Table 1-28 ASTM Tolerances for Round HSS and Pipes |
| 149 | Table 1-29 Rectangular Plates |
| 151 | Part 2 General Design Considerations |
| 154 | Scope Applicable Specifications, Codes and Standards Specifications, Codes and Standards for Structural SteelBuildings Additional Requirements for Seismic Applications |
| 155 | Other AISC Reference Documents |
| 156 | OSHA Requirements Columns and Column Base Plates |
| 157 | Safety Cables Beams and Bracing |
| 158 | Cantilevers Joists Walking/Working Surfaces Controlling Contractor |
| 159 | Using the 2016 AISC Specification Load and Resistance Factor Design (LRFD) |
| 160 | Allowable Strength Design (ASD) Design Fundamentals |
| 161 | Loads, Load Factors and Load Combinations Nominal Strengths, Resistance Factors, Safety Factors and Available Strengths Serviceability |
| 162 | Structural Integrity |
| 163 | Progressive Collapse Required Strength, Stability, Effective Length, and Second-Order Effects |
| 164 | Simplified Determination of Required Strength |
| 165 | Stability Bracing |
| 166 | Simple-Span Beams Beam Ends Supported on Bearing Plates Beams and Girders Framing Continuously Over Columns |
| 170 | Properly Specifying Materials Availability Material Specifications |
| 172 | Other Products Anchor Rods |
| 173 | Raised-Pattern Floor Plates Sheet and Strip Filler Metal Steel Headed Stud Anchors Open-Web Steel Joists Castellated Beams Steel Castings and Forgings Forged Steel Structural Hardware |
| 174 | Crane Rails Contract Document Information Design Drawings, Specifications, and Other Contract Documents |
| 175 | Required Information Information Required Only When Specified |
| 177 | Approvals Required Establishing Criteria for Connections |
| 178 | Simple Shear Connections |
| 179 | Moment Connections Horizontal and Vertical Bracing Connections |
| 180 | Strut and Tie Connections Truss Connections Column Splices Constructability |
| 181 | Tolerances Mill Tolerances Fabrication Tolerances Erection Tolerances Building Façade Tolerances |
| 184 | Quality Control and Quality Assurance Cambering, Curving and Straightening Beam Camber and Sweep |
| 185 | Cold Bending Hot Bending Truss Camber Straightening |
| 186 | Fire Protection and Engineering Corrosion Protection Renovation and Retrofit of Existing Structures Thermal Effects Expansion and Contraction |
| 188 | Elevated-Temperature Service Fatigue and Fracture Control Avoiding Brittle Fracture |
| 190 | Avoiding Lamellar Tearing Wind and Seismic Design Wind and Low-Seismic Applications High-Seismic Applications |
| 192 | Part 2 References |
| 196 | Tables for the General Design and Specification of Materials Table 2-1 Multipliers for Use With the Simplified Method Table 2-2 Summary Comparison of Methods for Stability Analysis and Design |
| 197 | Table 2-3 AISI Standard Nomenclature for Flat-Rolled Carbon Steel |
| 198 | Table 2-4 Applicable ASTM Specifications for Various Structural Shapes |
| 200 | Table 2-5 Applicable ASTM Specifications for Plates and Bars |
| 202 | Table 2-6 Applicable ASTM Specifications for Various Types of Structural Fasteners |
| 203 | Table 2-7 Summary of Surface Preparation Standards |
| 205 | Part 3 Design of Flexural Members |
| 208 | Scope Section Properties and Areas For Flexure For Shear Flexural Strength Braced, Compact Flexural Members Unbraced Flexural Members Noncompact or Slender Cross Sections Available Flexural Strength for Minor Axis Bending |
| 210 | Use of Table 6-2 for Flexural Design of Beams Local Buckling Determining the Width-to-Thickness Ratios of the Cross Section Classification of Cross Sections Lateral-Torsional Buckling Classification of Spans for Flexure |
| 211 | Consideration of Moment Gradient Available Shear Strength Steel W-Shape Composite Beams Concrete Slab Effective Width Steel Anchors |
| 212 | Available Flexural Strength for Positive Moment Shored and Unshored Construction Available Shear Strength Other Specification Requirements and Design Considerations Special Requirements for Heavy Shapes and Plates Serviceability |
| 213 | Design Table Discussion Flexural Design Tables W-Shape Selection Tables |
| 215 | Maximum Total Uniform Load Tables Plots of Available Flexural Strength vs. Unbraced Length |
| 216 | Available Flexural Strength of HSS Strength of Other Flexural Members |
| 217 | Composite Beam Selection Tables |
| 220 | Beam Diagrams and Formulas |
| 221 | Part 3 References |
| 222 | Design Tables Flexural Design Tables Table 3-1 Values of Cb for Simply Supported Beams |
| 223 | W-Shape Selection Tables Table 3-2 W-Shapes Selection by Zx |
| 232 | Table 3-3 W-Shapes Selection by Ix |
| 234 | Table 3-4 W-Shapes Selection by Zy |
| 237 | Table 3-5 W-Shapes Selection by Iy |
| 239 | Maximum Total Uniform Load Tables W-Shapes Maximum Total Uniform Load |
| 278 | S-Shapes Maximum Total Uniform Load |
| 283 | C-Shapes Maximum Total Uniform Load |
| 289 | MC-Shapes Maximum Total Uniform Load |
| 296 | Plots of Available Flexural Strength vs. Unbraced Length Table 3-10 W-Shapes Available Moment vs. Unbraced Length |
| 332 | Table 3-11 Channels Available Moment vs. Unbraced Length |
| 340 | Avilable Flexural Strength of HSS Table 3-12 Rectangular HSS Available Flexural Strength |
| 344 | Table 3-13 Square HSS Available Flexural Strength |
| 345 | Table 3-14 Round HSS Available Flexural Strength |
| 347 | Table 3-15 Pipe Available Flexural Strength |
| 348 | Strength of Other Flexural Members Table 3-16 and 3-17 Available Shear Stress |
| 356 | Composite Beam Selection Tables Table 3-19 Composite W-Shapes |
| 390 | Table 3-20 Lower-Bound Elastic Moment of Inertia |
| 407 | Table 3-21 Nominal Horizontal Shear Strength for One Steel Headed Stud Anchor, Qn |
| 408 | Beam Diagrams and Formulas |
| 409 | Table 3-22a Concentrated Load Equivalents |
| 410 | Table 3-22b Cantilevered Beams |
| 411 | Table 3-22c Continuous Beams |
| 412 | Table 3-23 Shears, Moments and Deflections |
| 429 | Part 4 Design of Compression Members |
| 431 | Scope Available Compressive Strength Use of Table 6-2 for Design of Compression Members Local Buckling Determining the Width-to-Thickness Ratios of the Cross Section Determining the Slenderness of the Cross Section Effective Length and Column Slenderness |
| 432 | Composite Compression Members Design Table Discussion Steel Compression— Member Selection Tables |
| 439 | Part 4 References |
| 440 | Steel Compression Member Selection Tables Table 4-1a. Available Strength in Axial Compression, kips—W-Shapes, Fy = 50 ksi |
| 453 | Table 4-1b. Available Strength in Axial Compression, kips—W-Shapes, Fy = 65 ksi |
| 461 | Table 4-1c. Available Strength in Axial Compression, kips—W-Shapes, Fy = 70 ksi |
| 469 | Table 4-2. Available Strength in Axial Compression, kips—HP-Shapes |
| 473 | Table 4-3. Available Strength in Axial Compression, kips—Rectangular HSS |
| 497 | Table 4-4. Available Strength in Axial Compression, kips—Square HSS |
| 513 | Table 4-5. Available Strength in Axial Compression, kips—Round HSS |
| 530 | Table 4-6. Available Strength in Axial Compression, kips—Pipe |
| 534 | Table 4-7. Available Strength in Axial Compression, kips—Concentrically Loaded WT-Shapes |
| 567 | Table 4-8. Available Strength in Axial Compression, kips—Double Angles—Equal Legs |
| 578 | Table 4-9. Available Strength in Axial Compression, kips—Double Angles—LLBB |
| 593 | Table 4-10. Available Strength in Axial Compression, kips—Double Angles—SLBB |
| 608 | Table 4-11. Available Strength in Axial Compression, kips—Concentrically Loaded Single Angles |
| 632 | Table 4-12 Available Strength in Axial Compression, kips Eccentrically Loaded Single Angles |
| 656 | Miscellaneous Design Tables Table 4-13 Stiffness Reduction Factor |
| 657 | Table 4-14 Available Critical Stress for Compression Members |
| 663 | Part 5 Design of Tension Members |
| 664 | Scope Gross Area, Net Area and Effective Net Area Gross Area Effective Net Area Tensile Strength Yielding Limit State |
| 665 | Rupture Limit State Use of Table 6-2 for Design of Tension Members Other Specification Requirements and Design Considerations Special Requirements for Heavy Shapes and Plates Slenderness Design Table Discussion |
| 667 | Steel Tension Member Selection Tables Table 5-1 Available Strength in Axial Tension W-Shapes |
| 676 | Table 5-2 Available Strength in Axial Tension Angles |
| 681 | Table 5-3 Available Strength in Axial Tension WT-Shapes |
| 690 | Table 5-4 Available Strength in Axial Tension Rectangular HSS |
| 699 | Table 5-5 Available Strength in Axial Tension Square HSS |
| 702 | Table 5-6 Available Strength in Axial Tension Round HSS |
| 707 | Table 5-7 Available Strength in Axial Tension Pipe |
| 709 | Table 5-8 Available Strength in Axial Tension Double Angles |
| 715 | Part 6 Design of Members Subject to Combined Forces |
| 716 | Scope Local Buckling Considerations Members Subject to Flexure and Shear Members Subject to Axial Compression Members Subject to Tension Members Subject to Combined Axial Force and Flexure |
| 717 | Members Subject to Combined Torsion, Flexure, Shear and/or Axial Force |
| 718 | Composite Members Subject to Flexure, Axial or Combined Forces Selection Table for Design of Flexure, Compression, Tension or Combined Forces: W-Shapes Coefficients for Design of W-Shapes Subject to Combined Forces Design Table Discussion |
| 720 | Part 6 References |
| 721 | Steel Beam-Column Selection Tables Table 6-1a Width-to-Thickness Ratios: Compression Elements Members Subject to Axial Compression |
| 723 | Table 6-1b Width-to-Thickness Ratios: Compression Elements Members Subject to Flexure |
| 725 | Table 6-2. Available Strength for Members Subject to Axial, Shear, Flexural and Combined Forces, W-Shapes |
| 820 | Composite Beam-Column Cross-Section Strength Tables Table 6-3a. Cross-Section Strength for Rectangular Encased W-Shapes—Subject to Flexure about the Major Axis |
| 821 | Table 6-3b. Cross-Section Strength for Rectangular Encased W-Shapes—Subject to Flexure about the Minor Axis |
| 822 | Table 6-4. Cross-Section Strength for Composite Filled Rectangular HSS—Subject to Flexure about Either Principal Axis |
| 823 | Table 6-5. Cross-Section Strength for Composite Filled Round HSS—Subject to Flexure about Any Axis |
| 825 | Part 7 Design Considerations for Bolts |
| 827 | Scope General Requirements for Bolted Joints Fastener Components Proper Selection of Bolt Length |
| 828 | Washer Requirements Nut Requirements Bolted Parts Proper Specification of Joint Type |
| 829 | Snug-Tightened Joints Pretensioned Joints Slip-Critical Joints Design Requirements Shear |
| 830 | Tension Combined Shear and Tension Bearing and Tearout Strength at Bolt Holes Slip Resistance Eccentrically Loaded Bolt Groups Eccentricity in the Plane of the Faying Surface Instantaneous Center of Rotation Method |
| 832 | Elastic Method |
| 834 | Eccentricity Normal to the Plane of the Faying Surface Case I—Neutral Axis Not at Center of Gravity |
| 835 | Case II—Neutral Axis at Center of Gravity |
| 837 | Special Considerations for Hollow Structural Sections Through-Bolting to HSS Blind Bolts Flow-Drilling |
| 838 | Threaded Studs to HSS |
| 839 | Nailing to HSS Screwing to HSS Other Specification Requirements and Design Considerations Placement of Bolt Groups Bolts in Combination with Welds Coating High-Strength Bolts and Nuts |
| 840 | Reuse of Bolts Fatigue Applications Entering and Tightening Clearances |
| 841 | Fully Threaded ASTM F3125 Grade A325 Bolts ASTM A307 Bolts ASTM A449 and A354 Bolts Design Table Discussion |
| 845 | Part 7 References |
| 846 | Design Tables Table 7-1 Available Shear Strength of Bolts |
| 847 | Table 7-2 Available Tensile Strength of Bolts |
| 848 | Table 7-3 Slip-Critical Connections Available Slip Resistance |
| 851 | Tables 7-4 and 7-5 Available Bearing and Tearout Strength at Bolt Holes |
| 855 | Tables 7-6 through 7-13 Coefficients C for Eccentrically Loaded Bolt Groups |
| 903 | Table 7-14 Dimensions of High-Strength Fasteners |
| 904 | Tables 7-15 and 7-16 Entering and Tightening Clearance |
| 907 | Table 7-17 Threading Dimensions for High-Strength and Non-High-Strength Bolts |
| 908 | Table 7-18 Weights of High-Strength Fasteners |
| 909 | Table 7-19 Dimensions of Non-High-Strength Fasteners |
| 911 | Tables 7-20, 7-21 and 7-22 Weights of Non-High-Strength Fasteners |
| 915 | Part 8 Design Considerations for Welds |
| 917 | Scope General Requirements for Welded Joints Consumables Thermal Cutting Air-Arc Gouging |
| 918 | Inspection Visual Testing (VT) Penetrant Testing (PT) |
| 919 | Magnetic-Particle Testing (MT) |
| 920 | Ultrasonic Testing (UT) |
| 921 | Radiographic Testing (RT) Proper Specification of Joint Type Selection of Weld Type |
| 922 | Welding Symbols Available Strength |
| 923 | Effect of Load Angle Concentrically Loaded Weld Groups Eccentrically Loaded Weld Groups Eccentricity in the Plane of the Faying Surface Instantaneous Center of Rotation Method |
| 926 | Elastic Method |
| 928 | Plastic Method |
| 930 | Eccentricity Normal to the Plane of the Faying Surface Other Specification Requirements and Design Considerations |
| 931 | Special Requirements for Heavy Shapes and Plates Placement of Weld Groups Welds in Combination with Bolts Fatigue One-Sided Fillet Welds Welding Considerations and Appurtenances Clearance Requirements |
| 933 | Excessive Welding |
| 934 | Minimum Shelf Dimensions for Fillet Welds |
| 935 | Beam Copes and Weld Access Holes Corner Clips |
| 936 | Backing Bars Spacer Bars Weld Tabs |
| 937 | Lamellar Tearing Prior Qualification of Welding Procedures |
| 938 | Painting Welded Connections Welding Considerations For HSS HSS Welding Requirements in AWS D1.1 |
| 939 | Clause 9, Part A |
| 940 | Clause 9, Part B Clause 9, Parts C and D Clause 9, Part E Clause 9, Part F |
| 941 | Weld Sizing for Uneven Distribution of Loads Detailing Considerations |
| 942 | Design Table Discussion |
| 946 | Part 8 References |
| 947 | Design Tables Table 8-1 Coefficients, C, for Concentrically Loaded Weld Group Elements |
| 948 | Table 8-2 Prequalified Welded Joints |
| 981 | Table 8-3 Electrode Strength Coefficient, C1 |
| 982 | Table 8-4 through 8-11a Coefficients, C,for Eccentrically Loaded Weld Groups |
| 1040 | Table 8-12 Approximate Number of Passes for Welds |
| 1041 | Part 9 Design of Connecting Elements |
| 1043 | Scope Gross Area, Effective Net Area, and Whitmore Section Gross Area Effective Net Area Whitmore Section (Effective Width) Connecting Elements Subject to Combined Loading |
| 1044 | Connecting Elements Subject to Tension |
| 1045 | Connecting Elements Subject to Shear Connecting Elements Subject to Block Shear Rupture Connecting Element Rupture Strength at Welds |
| 1046 | Connecting Elements Subject to Compression Yielding and Buckling Affected and Connecting Elements Subject to Flexure Yielding, Lateral-Torsional Buckling, and Local Buckling Rupture Coped Beam Strength |
| 1050 | Bearing Limit States Bearing Strength and Tearout at Bolt Holes Steel-on-Steel Bearing Strength (Other Than at Bolt Holes) Bearing Strength on Concrete or Masonry Other Specification Requirements and Design Considerations Prying Action |
| 1054 | Plate Elements Subjected to Out-of-Plane Loads |
| 1057 | Rotational Ductility |
| 1059 | Concentrated Forces Shims and Fillers Copes, Blocks and Cuts |
| 1060 | Web Reinforcement of Coped Beams |
| 1061 | Design Table Discussion |
| 1065 | Part 9 References |
| 1067 | Design Tables Table 9-1 Reduction in Area for Holes |
| 1068 | Table 9-2 Elastic Section Modulus for Coped W-Shapes |
| 1077 | Table 9-3a Block Shear Tension Rupture Component |
| 1078 | Table 9-3b Block Shear Shear Yielding Component |
| 1080 | Table 9-3c Block Shear Shear Rupture Component |
| 1084 | Table 9-4 Beam Bearing Constants |
| 1101 | Part 10 Design of Simple Shear Connections |
| 1104 | Scope Force Transfer |
| 1105 | Comparing Connection Alternatives Two-Sided Connections Seated Connections One-Sided Connections Constructability Considerations Double Connections |
| 1106 | Accessibility in Column Webs |
| 1107 | Field-Welded Connections Recommended Connection Length (Riding the Fillet) Double Angle Connections |
| 1108 | Available Strength and Flexibility |
| 1109 | Shop and Field Practices Design Table Discussion (Tables 10-1, 10-2 and 10-3) |
| 1113 | Table 10-1 All-Bolted Double-Angle Connections |
| 1131 | Table 10-2 Available Weld Strength of Bolted/Welded Double-Angle Connections |
| 1132 | Table 10-3 Available Weld Strength of All-Welded Double-Angle Connections |
| 1134 | Shear End-Plate Connections Design Checks Recommended End-Plate Thickness Shop and Field Practices |
| 1135 | Design Table Discussion (Table 10-4) |
| 1136 | Table 10-4 Bolted/Welded Shear End-Plate Connections |
| 1169 | Unstiffened Seated Connections |
| 1170 | Design Checks Shop and Field Practices Bolted/Welded Unstiffened Seated Connections |
| 1171 | Design Table Discussion (Tables 10-5 and 10-6) |
| 1174 | Table 10-5 All-Bolted Unstiffened Seated Connections |
| 1176 | Table 10-6 All-Welded Unstiffened Seated Connections |
| 1178 | Stiffened Seated Connections |
| 1179 | Design Checks |
| 1180 | Shop and Field Practices Design Table Discussion (Tables 10-7 and 10-8) |
| 1182 | Table 10-7 All-Bolted Stiffened Seated Connections |
| 1183 | Table 10-8 Bolted/Welded Stiffened Seated Connections |
| 1187 | Single-Plate Connections Design Checks Conventional Configuration |
| 1188 | Table 10-9 Design Values for Conventional Single-Plate Shear Connections Dimensional Limitations |
| 1189 | Design Checks Extended Configuration Dimensional Limitations Design Checks |
| 1191 | Shop and Field Practices Design Table Discussion (Table 10-10) |
| 1192 | Table 10-10a. Single-Plate Connections, 36-ksi Plate |
| 1204 | Table 10-10b. Single-Plate Connections, 50-ksi Plate |
| 1216 | Single Angle Connections Design Checks Recommended Angle Thickness Shop and Field Practices |
| 1218 | Design Table Discussion (Tables 10-11 and 10-12) |
| 1220 | Table 10-11 All-Bolted Single-Angle Connections |
| 1221 | Table 10-12 Bolted/Welded Single-Angle Connections |
| 1223 | Tee Connections Design Checks |
| 1224 | Recommended Tee Length and Flange and Web Thicknesses Shop and Field Practices Shear Splices |
| 1226 | Special Considerations for Simple Shear Connections Simple Shear Connections Subject to Axial Forces |
| 1227 | Simple Shear Connections at Stiffened Column-Web Locations Eccentric Effect of Extended Gages Column-Web Supports |
| 1231 | Girder-Web Supports |
| 1232 | Alternative Treatment of Eccentric Moment Double Connections Supported Beams of Different Nominal Depths Supported Beams Offset Laterally Beams Offset From Column Centerline Framing to the Column Flange from the Strong Axis |
| 1235 | Framing to the Column Flange from the Weak Axis |
| 1238 | Framing to the Column Web |
| 1239 | Connections for Raised Beams |
| 1242 | Non-Rectangular Simple Shear Connections |
| 1244 | Skewed Connections |
| 1247 | Sloped Connections |
| 1249 | Canted Connections |
| 1251 | Inclines in Two or More Directions (Hip and Valley Framing) Design Considerations for Simple Shear Connections to HSS Columns |
| 1252 | Double-Angle Connections to HSS |
| 1253 | Single-Plate Connections to HSS Unstiffened Seated Connections to HSS Stiffened Seated Connections to HSS |
| 1254 | Through-Plate Connections |
| 1255 | Single-Angle Connections |
| 1256 | Design Table Discussion (Tables 10-13, 10-14a, 10-14b, 10-14c and 10-15) |
| 1257 | Table 10-13 Minimum Inside Radius for Cold-Bending |
| 1258 | Table 10-14A Clearances for All-Bolted Skewed Connections |
| 1259 | Table 10-14B Clearances for Bolted/Welded Skewed Connections |
| 1261 | Table 10-14C Weld Details for Skewed Single-Plate Connections |
| 1264 | Table 10-15 Required Length and Thickness for Stiffened Seated Connections to HSS |
| 1267 | Part 10 References |
| 1269 | Part 11 Design of Partially Restrained Moment Connections |
| 1270 | Scope Load Determination Strength |
| 1271 | Stability Flange-Angle PR Moment Connections |
| 1274 | Part 11 References |
| 1275 | Part 12 Design of Fully Restrained Moment Connections |
| 1276 | Scope FR Moment Connections Load Determination |
| 1277 | Design Checks Temporary Support During Erection |
| 1278 | Welding Considerations for Fully Restrained Moment Connections FR Connections with Wide-Flange Columns Flange-Plated FR Moment Connections |
| 1281 | Directly Welded Flange FR Moment Connections |
| 1282 | Extended End-Plate FR Moment Connections |
| 1283 | Shop and Field Practices |
| 1284 | Design Assumptions |
| 1285 | FR Moment Splices Location of Moment Splices Force Transfer in Moment Splices Flange-Plated FR Moment Splices |
| 1287 | Directly Welded Flange FR Moment Splices |
| 1288 | Extended End-Plate FR Moment Splices Special Considerations FR Moment Connections to Column Webs |
| 1289 | Recommended Details |
| 1290 | Ductility Considerations |
| 1295 | FR Moment Connections Across Girder Supports Top Flange Connection Bottom Flange Connection Web Connection |
| 1297 | FR Connections with HSS HSS Through-Plate Flange-Plated FR Moment Connections |
| 1298 | HSS Cut-Out Plate Flange-Plated FR Moment Connections |
| 1299 | Design Considerations for HSS Directly Welded FR MomentConnections |
| 1300 | HSS Columns Above and Below Continuous Beams |
| 1301 | HSS Welded Tee Flange Connections HSS Diaphragm Plate Connections |
| 1302 | Additional Suggested Details for HSS to Wide-Flange Moment Connections |
| 1305 | Part 12 References |
| 1307 | Part 13 Design of Bracing Connections and Truss Connections |
| 1308 | Scope Bracing Connections Diagonal Bracing Members |
| 1309 | Force Transfer in Diagonal Bracing Connections The Uniform Force Method Required Strength |
| 1311 | Special Case 1, Modified Working Point Location |
| 1313 | Special Case 2, Minimizing Shear in the Beam-to-Column Connection Special Case 3, No Gusset-to-Column Web Connection |
| 1316 | Analysis of Existing Diagonal Bracing Connections |
| 1317 | Available Strength Truss Connections Members in Trusses |
| 1318 | Minimum Connection Strength |
| 1319 | Panel-Point Connections |
| 1320 | Design Checks Shop and Field Practices Support Connections |
| 1321 | Design Checks |
| 1322 | Shop and Field Practices |
| 1323 | Truss Chord Splices Design Considerations for HSS-to-HSS Truss Connections |
| 1324 | Part 13 References |
| 1325 | Part 14 Design of Beam Bearing Plates , Column Base Plates, Anchor Rods, and Column Splices |
| 1327 | Scope Beam Bearing Plates Force Transfer |
| 1328 | Recommended Bearing Plate Dimensions and Thickness Available Strength Column Base Plates for Axial Compression |
| 1329 | Force Transfer |
| 1330 | Recommended Base Plate Dimensions and Thickness Available Strength Finishing Requirements Holes for Anchor Rods and Grouting |
| 1331 | Grouting and Leveling |
| 1332 | Column Base Plates for Axial Tension, Shear or Moment |
| 1333 | Anchor Rods |
| 1334 | Minimum Edge Distance and Embedment Length Washer Requirements |
| 1335 | Hooked Anchor Rods Headed or Threaded and Nutted Anchor Rods |
| 1336 | Anchor Rod Nut Installation Column Splices Fit-Up of Column Splices |
| 1337 | Lifting Devices |
| 1338 | Column Alignment and Stability During Erection |
| 1340 | Force Transfer in Column Splices |
| 1341 | Flange-Plated Column Splices |
| 1342 | Directly Welded Flange Column Splices Butt-Plated Column Splices |
| 1343 | Part 14 References |
| 1344 | Design Tables Table 14-1 Finish Allowances |
| 1345 | Table 14-2 Recommended Sizes for Washers and Anchor Rod Holes in Base Plates |
| 1346 | Table 14-3 Typical Column Splices |
| 1369 | Part 15 Design of Hanger Connections, Bracket Plates, and Crane-Rail Connections |
| 1370 | Scope Hanger Connections |
| 1371 | Bracket Plates |
| 1374 | Crane-Rail Connections Bolted Splices |
| 1375 | Table 15-1 Crane Rail Splices Welded Splices |
| 1376 | Hook Bolt Fastenings Rail Clip Fastenings Rail Clamp Fastenings |
| 1377 | Patented Rail Clip Fastenings Design Table Discussion |
| 1379 | Part 15 References |
| 1380 | Design Tables Table 15-2 Preliminary Hanger Connection Selection Table |
| 1382 | Table 15-3 Net Plastic Section Modulus |
| 1384 | Table 15-4 Dimensions and Weights of Clevises |
| 1385 | Table 15-5 Clevis Numbers Compatible with Various Rods and Pins |
| 1386 | Table 15-6 Dimensions and Weights of Turnbuckles |
| 1387 | Table 15-7 Dimensions and Weights of Sleeve Nuts |
| 1388 | Table 15-8 Dimensions and Weights of Recessed-Pin Nuts |
| 1389 | Table 15-9 Dimensions and Weights of Clevis and Cotter Pins |
| 1391 | Part 16 Specifications and Codes |
| 1393 | Specification for Structural Steel Buildings |
| 2069 | Specification for Structural Joints Using High-Strength Bolts |
| 2169 | Code of Standard Practice for Steel Buildings and Bridges |
| 2253 | Part 17 Miscellaneous Data and Mathematical Information |
| 2255 | SI Equivalents of Standard U.S. Shape Profiles Table 17-1 W-Shapes |
| 2258 | Table 17-2 M-, S- and HP-Shapes |
| 2259 | Table 17-3 Channels |
| 2260 | Table 17-4 Angles |
| 2262 | Table 17-5 WT-Shapes |
| 2265 | Table 17-6 MT- and ST-Shapes |
| 2266 | Table 17-7 Rectangular HSS |
| 2270 | Table 17-8 Square HSS |
| 2272 | Table 17-9 Round HSS and Pipes |
| 2275 | Miscellaneous Data Table 17-10 Wire and Sheet Metal Gages |
| 2276 | Table 17-11 Coefficient of Expansion |
| 2277 | Table 17-12 Densities of Common Materials |
| 2279 | Table 17-13 Weights of Building Materials |
| 2280 | Table 17-14 Weights and Measures United States System |
| 2281 | SI Units for Structural Steel Design 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 Table 17-18 Summary of SI Conversion Factors |
| 2282 | Table 17-19 SI Equivalents of Fractions of an Inch Table 17-20. SI Bolt Designation Table 17-21. SI Steel Yield Stresses |
| 2283 | Table 17-22. Weights and Measures—International System of Units (SI) |
| 2284 | Table 17-23. SI Conversion Factors |
| 2286 | Geometric and Trigonometric Data Table 17-24 Bracing Formulas |
| 2287 | Table 17-25 Properties of the Parabola and Ellipse |
| 2288 | Table 17-26 Properties of the Circle |
| 2289 | Table 17-27 Properties of Geometric Sections |
| 2296 | Table 17-28 Trigonometric Formulas |
| 2297 | General Nomenclature |
| 2309 | Index |
