Originally published in 1926 [i.e. 1927] under title: Steel construction; title of 8th ed.: Manual of steel construction. "This Manual is the 15th Edition of the AISC Steel Construction Manual, which was first published in 1927. It replaces the 14th Edition Manual originally published in 2011"--Page vii. "Third printing"--Spine. Includes bibliographical references and index.
Contents:
Part 1. Dimensions and properties : Structural products ; Standard mill practices ; Design dimensions, detailing dimensions, and axial, strong-axis flexural, and weak-axis fluxural properties tables -- Part 2. General design considerations : Applicable specifications, codes and standards ; OSHA requirements ; Using the 2016 AISC specification ; Design fundamentals ; Stability bracing ; Properly specifying materials ; Contract document information ; Constructability ; Tolerances ; Quality control and quality assurance ; Cambering, curving and straightening ; Fire protection and engineering ; Corrosion protection ; Renovation and retrofit of existing structures ; Thermal effects ; Fatigue and fracture control ; Wind and seismic design ; Tables for the general design and specification of materials -- Part 3. Design of flexural members : Section properties and areas ; Flexural strength ; Local buckling ; Lateral-torsional buckling ; Available shear strength ; Steel W-shape composite beams ; Other specification requirements and design considerations ; Design table discussion ; Design tables -- Part 4. Design of compression members : Available compressive strength ; Local buckling ; Effective length and column slenderness ; Composite compression members ; Design table discussion ; Steel compression member selection tables ; Miscellaneous design tables -- Part 5. Design of tension members : Gross area, net area and effective net area ; Tensile strength ; Other specification requirements and design considerations ; Design table discussion ; Steel tension member selection tables -- Part 6. Design of members subject to combined forces : Local bucking considerations ; Members subject to flexure and shear ; Members subject to axial compression ; Members subject to tension ; Members subject to combined axial force and flexure ; Members subject to combined torsion, flexure, shear and/or axial force ; 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 ; Steel beam-column selection tables ; Composite beam-column cross-section strength tables -- Part 7. Design considerations for bolts : General requirements for bolted joints ; Proper specification of joint type ; Design requirements ; Eccentrically loaded bolt groups ; Special considerations for hollow structural sections ; Other specification requirements and design considerations ; Design table discussion ; Design tables -- Part 8. Design considerations for welds : General requirements for welded joints ; Proper specification of joint type ; Concentrically loaded weld groups ; Eccentrically loaded weld groups ; Other specification requirements and design considerations ; Welding considerations for HSS ; Design table discussion ; Design tables -- Part 9. Design of connecting elements : Gross area, effective net area, and Whitmore section ; Connecting elements subject to combined loading ; Connecting elements subject to tension ; Connecting elements subject to shear ; Connection elements subject to block shear rupture ; Connecting elements subject to rupture strength at welds ; Connecting elements subject to compression yielding and buckling ; Affected and connecting elements subject to flexure ; Bearing limit states ; Other specification requirements and design considerations ; Design table discussion ; Design tables -- Part 10. Design of simple shear connections : Force transfer ; Comparing connection alternatives ; Constructability considerations ; Double-angle connections ; Design table discussion ; Shear end-plate connections ; Design table discussions ; Unstiffened seated connections ; Design table discussions ; Stiffened seated connections ; Design table discussion ; Single-plate connections ; Design table discussion ; Single-angle connections ; Design table discussion ; Tee connections ; Shear splices ; Special considerations for simple shear connections ; Design considerations for simple shear connections to HSS columns ; Design table discussion -- Part 11. Design of partially restrained moment connections : Load determination ; Flange-angle PR moment connections ; Flange-plated PR moment connections -- Part 12. Design of fully restrained moment connections : FR moment connections ; FR connections with wide-flange columns ; FR moment splices ; Special considerations ; FR connections with HSS -- Part 13. Design of bracing connections and truss connections : Bracing connections ; Truss connections -- Part 14. Design of beam bearing plates, column base plates, anchor rods, and column splices : Beam bearing plates ; Column base plates for axial compression ; Column base plates for axial tension, shear or moment ; Anchor rods ; Column splices ; Design tables -- Part 15. Design of hanger connections, bracket plates, and crane-rail connections : Hanger connections ; Bracket plates ; Crane-rail connections ; Design table discussion ; Design tables -- Part 16. Specifications and codes : Specification for structural steel buildings, July 7, 2016 : General provisions ; Design requirements ; Design for stability ; Design of members for tension ; Design of members for compression ; Design of members for flexure ; Design of members for shear ; Design of members for combined forces and torsion ; Design of composite members ; Design of connections ; Additional requirements for HSS and box-section connections ; Design for serviceability ; Fabrication and erection ; Quality control and quality assurance ; Appendix 1. Design by advanced analysis ; Appendix 2. Design for ponding ; Appendix 3. Fatigue ; Appendix 4. Structural design for fire conditions ; Appendix 5. Evaluations of existing structures ; Appendix 6. Member stability bracing ; Appendix 7. Alternative methods of design for stability ; Appendix 8. Approximate second-order analysis -- Commentary on the specification for structural steel buildings -- Specification for structural joints using high-strength bolts, August 1, 2014 : General requirements ; Fastener components ; Bolted parts ; Joint type ; LImit states in bolted joints ; Use of washers ; Pre-installation verification ; Installation ; Inspection ; Arbitration ; Appendix A. Testing method to determine the slip coefficient for coatings used in bolted joints -- Code of standard practice for steel buildings and bridges, June 15, 2016 : General provisions ; Classification of materials ; Design documents and specifications ; Approval documents ; Materials ; Shop fabrication and delivery ; Erection ; Quality control ; Contracts ; Architecturally exposed structural steel -- Miscellaneous data and mathematical information : SI equivalents of standard U.S. shape profiles ; Miscellaneous data : Wire and sheet metal gages; Coefficient of expansion; Densities of common materials; Weights and measures: United States system ; SI units for structural steel design -- Part 17. General nomenclature.
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