AISC M326 09W 2009
$81.25
Detailing for Steel Construction, 3rd Ed.
| Published By | Publication Date | Number of Pages |
| AISC | 2009 | 355 |
The 3rd Edition Detailing for Steel Construction covers structural steel detailing conventions. It is keyed to ANSI/AISC 360-05, Specification for Structural Steel Buildings, and ANSI/AISC 341-05, Seismic Provisions for Structural Steel Buildings. Topics include general fabrication requirements, contract documents, common connection details, basic detailing conventions, project setup and control, erection drawings, shop drawings, bills of materials, and detailing quality control and assurance.
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | DETAILING FOR STEEL CONSTRUCTION, THIRD EDITION |
| 4 | COPYRIGHT |
| 5 | PREFACE |
| 7 | TABLE OF CONTENTS |
| 11 | CHAPTER 1 THE CONSTRUCTION PROCESS ANDTHE STEEL DETAILER’S ROLE |
| 12 | RAW MATERIAL |
| 14 | CHARACTERISTICS OF STEEL PHYSICAL PROPERTIES |
| 15 | SPECIFICATIONS FOR STRUCTURAL STEEL |
| 16 | STEEL PRODUCTION MILL TOLERANCES CALCULATION OF WEIGHTS |
| 17 | BILLS FOR SHIPPING AND INVOICINGFINISHED PARTS CNC FILES |
| 20 | FABRICATING STRUCTURAL STEEL MATERIAL HANDLING AND CUTTING |
| 21 | TEMPLATE MAKING LAYING OUT PUNCHING AND DRILLING |
| 22 | STRAIGHTENING, BENDING, ROLLINGAND CAMBERING FITTING AND REAMING |
| 23 | FASTENING METHODS Bolting Welding FINISHING |
| 24 | MACHINE SHOP OPERATIONS CLEANING AND PAINTING SHIPPING |
| 25 | CHAPTER 2 A NEW PROJECT ESTIMATING |
| 26 | CONTRACT BETWEEN THE FABRICATOR ANDTHE CUSTOMER |
| 30 | PLANS AND SPECIFICATIONS DESIGN INFORMATION |
| 31 | ENGINEERING DESIGN DATA TYPES OF COLUMNS COLUMN SCHEDULES |
| 33 | DISTRIBUTION OF PLANS AND SPECIFICATIONS STEEL DETAILING GROUP |
| 35 | CONTRACT DOCUMENT ERRORS DETAILING QUALITY |
| 36 | SPECIFICATION AND CODE REQUIREMENTS OSHA SAFETY REGULATIONS FORSTEEL ERECTION Scope of the Standard Definitions Tripping Hazards Roof and Floor Holes and Openings |
| 38 | Column Anchor Rods Minimum Erection Bolts |
| 39 | Double Connections Column Splice Strength Column Splice Locations |
| 40 | Column Splice Height at Perimeter Columns/PerimeterSafety Cable Attachments Joist Stabilizer Plates at Columns |
| 41 | Joists Systems-Engineered Metal Buildings |
| 43 | CHAPTER 3 TYPES OF FASTENERS ASTM A325 and A490 High-Strength Bolts ASTM F1852 Twist-Off-Type Tension-Control Bolts andAlternative Design Fasteners ASTM A307 Bolts FORCES IN BOLTS |
| 45 | Shear |
| 47 | Bearing in Bolted Shear Connections Edge Distances |
| 48 | Snug-Tightened and Pretensioned Bearing Connections |
| 49 | Slip-Critical Connections |
| 50 | Tension Joints Joints with Fasteners in Combined Shear and Tension Bearing Connections in Combined Tension and Shear Slip-Critical Connections in Combined Tension and Shear BEAM REACTIONS |
| 51 | COMMON BOLTED SHEAR CONNECTIONS Double-Angle Connections |
| 52 | Shear End-Plate Connections |
| 53 | Seated Beam Connections Unstiffened Seated Connections |
| 55 | Stiffened Seated Connections |
| 57 | Single-Plate Connections Single-Angle Connections |
| 58 | Tee Connections FORCES IN WELDS |
| 59 | Forces in Concentrically Loaded Fillet Welds |
| 61 | Limitations on Length and Size of Fillet Welds |
| 63 | Strength of Connected Material |
| 65 | Forces in Complete-Joint-Penetration Groove Welds Forces in Partial-Joint-Penetration Groove Welds |
| 66 | COMMON WELDED SHEAR CONNECTIONS |
| 67 | Double-Angle Connections Case I Case II Case III |
| 69 | Designs of Double-Angle Connections Cases I and II Case III SEATED BEAM CONNECTIONS Unstiffened Seated Connections |
| 71 | Stiffened Seated Connections |
| 72 | Shear End-Plate Connections Single-Plate Connections |
| 73 | Single-Angle Connections Tee Connections CONNECTIONS COMBINING BOLTSAND WELDS SELECTING CONNECTIONS Shear Connections |
| 75 | Framed and Seated Connections—Bolted Framed Connections SEATED CONNECTIONS Shop Welded, Field Bolted Framed and Seated Connections Framed and Seated Connections—Field Clearances |
| 77 | Example 1 |
| 79 | Example 2 Example 3 |
| 81 | Offset and Skewed Connections Moment Connections |
| 84 | COLUMN SPLICES |
| 85 | Bearing on Finished Surfaces |
| 87 | HSS COLUMNS TRUSS CONNECTIONS Truss Panel Point Connections—Welded Trusses |
| 89 | Connection Design Amount of Weld Required |
| 90 | Truss Chord Splices—Welded |
| 92 | Top Chord Connection to Column |
| 93 | Bottom Chord Connection to Column |
| 94 | SHIMS AND FILLERS |
| 95 | CHAPTER 4 GOOD DETAILING PRACTICES General Drawing Presentation and Drafting Practices |
| 96 | Material Identification and Piece Marking Advance Bills of Material Shop Bills of Material Beam and Column Details Bolting and Welding |
| 98 | Shop and Field Considerations Clearance Requirements TOLERANCES SYSTEMS OF SHEET NUMBERS AND MARKS |
| 99 | Sheet Numbers Shipping and Erection Marks Assembly Marks RIGHT- AND LEFT-HAND DETAILS |
| 100 | As-Shown and Opposite-Hand Columns |
| 101 | Details on Right and Left Columns |
| 103 | STEEL DETAILING ECONOMY BOLTS Identification Symbols |
| 105 | Holes Installation WELDING |
| 106 | JOINT PREQUALIFICATION |
| 107 | WELDING PROCESSES Shielded Metal Arc Welding (SMAW) Submerged Arc Welding (SAW) Gas Metal Arc Welding (GMAW) Flux Cored Arc Welding (FCAW) Electrogas Welding (GMAW-EG) or (FCAW-EG) |
| 109 | Electroslag Welding (ESW) Stud Welding Resistance Welding WELDING ELECTRODES |
| 110 | WELD TYPES Fillet Welds Groove Welds |
| 114 | Plug and Slot Welds |
| 115 | Fillet Welds in Holes and Slots WELDING POSITIONS |
| 116 | ECONOMY IN SELECTION OF WELDS WELDING SYMBOLS Shop Fillet Welds |
| 123 | Shop Groove Welds |
| 125 | Partial-Joint-Penetration Groove Welds |
| 126 | Stud Welds |
| 127 | Shop Plug and Slot Welds Field Welds NONDESTRUCTIVE TESTING SYMBOLS |
| 128 | OTHER WELDING AND TESTING SYMBOLS PAINTING |
| 129 | GALVANIZING |
| 133 | ARCHITECTURALLY EXPOSEDSTRUCTURAL STEEL |
| 134 | SPECIAL FABRICATED PRODUCTS OSHA SAFETY REQUIREMENTS AND AVOIDINGUNERECTABLE CONDITIONS |
| 135 | CHAPTER 5 PRE-CONSTRUCTION CONFERENCE |
| 136 | PROJECT-SPECIFIC CONNECTIONS |
| 137 | COORDINATION WITH OTHER TRADES ADVANCE BILL FOR ORDERING MATERIAL |
| 140 | ADVANCE BILL PREPARATION Columns |
| 141 | Welded Girders Trusses Beams, Purlins and Girts |
| 142 | Detail Material Pipe HSS Products Rails and Accessories Miscellaneous Items Rolling and Bending Architecturally Exposed Structural Steel (AESS) |
| 143 | REFERENCES DETAILING KICK-OFF MEETINGSAMPLE AGENDA |
| 147 | CHAPTER 6 ERECTION DRAWINGS |
| 150 | Guidelines |
| 151 | Special Instructions for Mill (Industrial) Buildings Special Instructions for Tier Buildings Method of Giving Field Instructions Bolting Welding |
| 152 | Locating Marks |
| 155 | Field Alterations TEMPORARY SUPPORT OF STRUCTURALSTEEL FRAMES |
| 156 | ERECTION AIDS Erection Seats Lifting Lugs |
| 157 | Column Lifting Devices |
| 158 | Column Stability and Alignment Devices SINGLE-PLATE, SINGLE-ANGLE ANDTEE CONNECTIONS MATCHMARKING |
| 161 | CHAPTER 7 ANCHOR ROD AND EMBEDMENT PLANS ANDASSOCIATED DETAILS Anchor Rod Plans and Details |
| 174 | Base Plates Anchor Rods |
| 176 | Grillage Embedded Material |
| 178 | COLUMNS Drawing Arrangement |
| 179 | Column Faces Sections |
| 180 | Combined Details Column Marking Column Details—Bolted Construction |
| 184 | Column Details—Welded Construction |
| 185 | Unstiffened Seat Details—Bolted |
| 187 | Stiffened Seat Details |
| 189 | BEAMS AND GIRDERS |
| 190 | Connection Angle Details |
| 192 | Beam Gages Cutting for Clearance Dimensioning |
| 194 | Shipping Marks, Billing and Notes Typical Framed Beam Details |
| 196 | Dimensioning to Channel Webs Use of Extension Dimensions |
| 199 | Framed Connections to Columns—Bolted Seat Details—Bolted |
| 200 | Typical Framed Beam Connections—Welded |
| 202 | Seat Details—Welded OTHER TYPES OF CONNECTIONS Shear End-Plate Single Plate Single Angle |
| 203 | Tee |
| 204 | Camber Wall-Bearing Beams |
| 205 | TRUSSES Types of Construction |
| 206 | TYPICAL DETAILING PRACTICE General Arrangement of Details Layout and Scales |
| 209 | Symmetry and Rotation |
| 210 | Dimensioning Camber in Trusses Bottom Chord Connection to Column |
| 211 | Stitch Fasteners and Welded Fills |
| 212 | BRACING SYSTEMS Shop-Welded – Field-Bolted Construction Truss Bracing |
| 215 | Pretension (Draw) in Tension Bracing |
| 218 | Vertical Bracing Double-Angle Bracing Knee Brace Connections Shop-Welded – Field-Welded Construction |
| 222 | Shop-Bolted – Field-Bolted Construction |
| 224 | SKEWED, SLOPED AND CANTED FRAMING BUILT-UP FRAMING Crane Runway Girders |
| 227 | COLUMNS Roof Columns—Light Work |
| 228 | Crane and Roof Columns |
| 229 | ROOF AND WALL FRAMING Purlins |
| 231 | Eave Struts |
| 232 | Girt Framing |
| 234 | FIELD BOLT SUMMARY |
| 237 | NONSTRUCTURAL STEEL ITEMS |
| 238 | DETAILING ERRORS Dimensional Bills of Material Missing Pieces Clearance for Welding |
| 240 | Clearance for Bolting Clearance for Field Work |
| 243 | Other Detailing Errors |
| 245 | CHAPTER 8 CHECKING |
| 246 | BACK-CHECKING APPROVAL OF DRAWINGS FIT CHECK |
| 247 | MAINTENANCE OF RECORDS Contract Document Control/Revisions |
| 250 | Shop and Field Document Control/Revisions |
| 253 | REFERENCES |
| 255 | APPENDIX A |
| 284 | APPENDIX B DEFINITIONS Structure MEMBERS Tension Members |
| 285 | Compression Members Bending Members |
| 289 | LOADS (CLASSIFIED BY ORIGIN) Dead Load Live Load |
| 291 | Other Loads LOADS (CLASSIFIED BY TYPE) EQUILIBRIUM |
| 293 | INTERNAL FORCES Trusses Beams |
| 299 | STRESSES |
| 301 | ENGINEERING PROPERTIES OF STEEL |
| 302 | LOAD AND RESISTANCE FACTOR DESIGN: LRFD |
| 306 | REFERENCE |
| 308 | APPENDIX C DIRECT BENEFITS OF INFORMATION SHARING DATA FORMAT |
| 309 | SCALE QUALITY CONTROL WHERE WE ARE TODAY |
| 310 | APPENDIX D |
| 316 | GLOSSARY |
| 332 | INDEX |
