AISC: Detailing for Steel Construction (hardcover, 3rd)

This book 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 -detailing quality control and assurance THE CONSTRUCTION PROCESS ANDTHE STEEL DETAILER’S ROLE......Page 10 RAW MATERIAL......Page 11 PHYSICAL PROPERTIES......Page 13 SPECIFICATIONS FOR STRUCTURAL STEEL......Page 14 CALCULATION OF WEIGHTS......Page 15 CNC FILES......Page 16 MATERIAL HANDLING AND CUTTING......Page 19 PUNCHING AND DRILLING......Page 20 FITTING AND REAMING......Page 21 FINISHING......Page 22 SHIPPING......Page 23 ESTIMATING......Page 24 CONTRACT BETWEEN THE FABRICATOR ANDTHE CUSTOMER......Page 25 DESIGN INFORMATION......Page 29 COLUMN SCHEDULES......Page 30 STEEL DETAILING GROUP......Page 32 DETAILING QUALITY......Page 34 Roof and Floor Holes and Openings......Page 35 Minimum Erection Bolts......Page 37 Column Splice Locations......Page 38 Joist Stabilizer Plates at Columns......Page 39 Systems-Engineered Metal Buildings......Page 40 FORCES IN BOLTS......Page 42 Shear......Page 44 Edge Distances......Page 46 Snug-Tightened and Pretensioned Bearing Connections......Page 47 Slip-Critical Connections......Page 48 BEAM REACTIONS......Page 49 Double-Angle Connections......Page 50 Shear End-Plate Connections......Page 51 Unstiffened Seated Connections......Page 52 Stiffened Seated Connections......Page 54 Single-Angle Connections......Page 56 FORCES IN WELDS......Page 57 Forces in Concentrically Loaded Fillet Welds......Page 58 Limitations on Length and Size of Fillet Welds......Page 60 Strength of Connected Material......Page 62 Forces in Partial-Joint-Penetration Groove Welds......Page 64 COMMON WELDED SHEAR CONNECTIONS......Page 65 Case III......Page 66 Unstiffened Seated Connections......Page 68 Stiffened Seated Connections......Page 70 Single-Plate Connections......Page 71 Shear Connections......Page 72 Framed and Seated Connections—Field Clearances......Page 74 Example 1......Page 76 Example 3......Page 78 Moment Connections......Page 80 COLUMN SPLICES......Page 83 Bearing on Finished Surfaces......Page 84 Truss Panel Point Connections—Welded Trusses......Page 86 Amount of Weld Required......Page 88 Truss Chord Splices—Welded......Page 89 Top Chord Connection to Column......Page 91 Bottom Chord Connection to Column......Page 92 SHIMS AND FILLERS......Page 93 General Drawing Presentation and Drafting Practices......Page 94 Bolting and Welding......Page 95 SYSTEMS OF SHEET NUMBERS AND MARKS......Page 97 RIGHT- AND LEFT-HAND DETAILS......Page 98 As-Shown and Opposite-Hand Columns......Page 99 Details on Right and Left Columns......Page 100 Symbols......Page 102 WELDING......Page 104 JOINT PREQUALIFICATION......Page 105 Electrogas Welding (GMAW-EG) or (FCAW-EG)......Page 106 WELDING ELECTRODES......Page 108 Groove Welds......Page 109 Plug and Slot Welds......Page 113 WELDING POSITIONS......Page 114 Shop Fillet Welds......Page 115 Shop Groove Welds......Page 122 Partial-Joint-Penetration Groove Welds......Page 124 Stud Welds......Page 125 NONDESTRUCTIVE TESTING SYMBOLS......Page 126 PAINTING......Page 127 GALVANIZING......Page 128 ARCHITECTURALLY EXPOSEDSTRUCTURAL STEEL......Page 132 OSHA SAFETY REQUIREMENTS AND AVOIDINGUNERECTABLE CONDITIONS......Page 133 PRE-CONSTRUCTION CONFERENCE......Page 134 PROJECT-SPECIFIC CONNECTIONS......Page 135 ADVANCE BILL FOR ORDERING MATERIAL......Page 136 Columns......Page 139 Beams, Purlins and Girts......Page 140 Architecturally Exposed Structural Steel (AESS)......Page 141 DETAILING KICK-OFF MEETINGSAMPLE AGENDA......Page 142 ERECTION DRAWINGS......Page 146 Guidelines......Page 149 Welding......Page 150 Locating Marks......Page 151 TEMPORARY SUPPORT OF STRUCTURALSTEEL FRAMES......Page 154 Lifting Lugs......Page 155 Column Lifting Devices......Page 156 MATCHMARKING......Page 157 Anchor Rod Plans and Details......Page 160 Anchor Rods......Page 173 Embedded Material......Page 175 Drawing Arrangement......Page 177 Sections......Page 178 Column Details—Bolted Construction......Page 179 Column Details—Welded Construction......Page 183 Unstiffened Seat Details—Bolted......Page 184 Stiffened Seat Details......Page 186 BEAMS AND GIRDERS......Page 188 Connection Angle Details......Page 189 Dimensioning......Page 191 Typical Framed Beam Details......Page 193 Use of Extension Dimensions......Page 195 Seat Details—Bolted......Page 198 Typical Framed Beam Connections—Welded......Page 199 Single Angle......Page 201 Tee......Page 202 Wall-Bearing Beams......Page 203 Types of Construction......Page 204 Layout and Scales......Page 205 Symmetry and Rotation......Page 208 Bottom Chord Connection to Column......Page 209 Stitch Fasteners and Welded Fills......Page 210 Truss Bracing......Page 211 Pretension (Draw) in Tension Bracing......Page 214 Shop-Welded – Field-Welded Construction......Page 217 Shop-Bolted – Field-Bolted Construction......Page 221 Crane Runway Girders......Page 223 Roof Columns—Light Work......Page 226 Crane and Roof Columns......Page 227 Purlins......Page 228 Eave Struts......Page 230 Girt Framing......Page 231 FIELD BOLT SUMMARY......Page 233 NONSTRUCTURAL STEEL ITEMS......Page 236 Clearance for Welding......Page 237 Clearance for Field Work......Page 239 Other Detailing Errors......Page 242 CHECKING......Page 244 FIT CHECK......Page 245 Contract Document Control/Revisions......Page 246 Shop and Field Document Control/Revisions......Page 249 REFERENCES......Page 252 APPENDIX A......Page 254 Tension Members......Page 283 Bending Members......Page 284 Live Load......Page 288 EQUILIBRIUM......Page 290 Beams......Page 292 STRESSES......Page 298 ENGINEERING PROPERTIES OF STEEL......Page 300 LOAD AND RESISTANCE FACTOR DESIGN: LRFD......Page 301 REFERENCE......Page 305 DATA FORMAT......Page 307 WHERE WE ARE TODAY......Page 308 APPENDIX D......Page 309 GLOSSARY......Page 315 INDEX......Page 331 This item is a hardbound copy of the 3rd Edition of Detailing for Steel Construction, which 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 detailing quality control and assurance