• AISC 316 : 9ED 89 ERRATA

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

    ASD MANUAL OF STEEL CONSTRUCTION

    Available format(s): 

    Superseded date:  01-12-2005

    Language(s): 

    Published date:  12-01-2013

    Publisher:  American Institute of Steel Construction

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    Table of Contents - (Show below) - (Hide below)

    Part 1 Dimensions and Properties
    Structural steels
      Discussion of availability, selection
      Brittle fracture considerations in structural design
      Lamellar tearing
      Jumbo shapes and heavy welded built-up sections
      Structural shapes: Tables of availability, size
      groupings
    Structural shapes
      Discussion of dimensions and properties
      W shapes
      M shapes
      S shapes
      HP shapes
      American Standard Channels (C)
      Miscellaneous Channels (MC)
      Angles (L)
    Structural tees (WT, MT, ST)
    Double angles
    Combination sections
    Steel pipe and structural tubing
      Discussion, table of availability
      Pipe
      Structural tubing
    Bars and plates
    Crane rails
    Torsion properties
    Flexural-torsional properties
    Surface areas and box areas
    Standard mill practice
    Part 2 Beam and girder design
    Selection table
      Allowable stress design
      Plastic design
      Moment of inertia
    Allowable loads on beams
      General notes; use of tables; reference notes on
      tables
      Tables, Fy = 36 ksi: W shapes
      Tables, Fy = 36 ksi: M shapes
      Tables, Fy = 36 ksi: S shapes
      Tables, Fy = 36 ksi: Channels (C, MC)
      Tables, Fy = 50 ksi: W shapes
      Tables, Fy = 50 ksi: M shapes
      Tables, Fy = 50 ksi: S shapes
      Tables, Fy = 50 ksi: Channels (C, MC)
    Design of bearing plates
    Floor plate bending capacity
    Allowable moments in beams
      General notes
      Charts (Fy = 36 ksi)
      Charts (Fy = 50 ksi)
    Plate girders
      General notes
      Welded plate girders - dimensions and properties
      Table of allowable shear stress in webs - tension
      field action not included
      Table of allowable shear stress in webs - tension
      field action included
      Values of 2(y squared) for computing moment of inertia
      Moment of inertia of one plate about axis X-X
    Composite design for building construction
      General notes
      Composite beam selection table
    Beam diagrams and formulas
      Nomenclature
      Frequently used formulas
      Table of concentrated load equivalents
      Various static loading conditions
      Various concentrated moving loads
      Properties of cantilevered beams
      Moment and shear coefficients
      Camber and deflection coefficients
    Part 3 Column design
    General notes
    Allowable stresses for compression members
    Allowable concentric loads on columns
      W and S shapes - notes
      W shapes
      S shapes
      Steel pipe and structural tubing - notes
      Pipe
      Square structural tubing
      Rectangular structural tubing
      Double angles and WT shapes - notes
      Single angle struts - notes
      Double angles - equal legs
      Double angles - unequal legs
      Structural tees (WT)
    Column base plates
      Design procedure
      Finishing
    Part 4 Connections
    Bolts, threaded parts and rivets
      Allowable loads - tension (Tables I-A and I-B)
      Material for anchor bolts and tie rods (Table I-C)
      Allowable loads - shear, bearing (Tables I-D, I-E,
      I-F)
      Coefficients for web tear-out (Table I-G)
    Framed beam connections
      Bolted (Table II)
      Welded (Table III - for combination with Table II)
      Welded (Table IV)
    Seated beam connections
      Bolted (Table V)
      Welded (Table VI)
      Stiffened - bolted (Table VII)
      Stiffened - welded (Table VIII)
    End-plate shear connections (Table IX)
    Single-plate shear connections (Table X)
    Eccentric connections
      Eccentric loads on fastener groups (Tables XI - XVIII)
      Eccentric loads on weld groups (Tables XIX - XXVI)
      Single-angle connections
      Bracket plates - net section moduli
    Connections in tension
      Hanger type connections
      Net areas, reduction of area for holes, net section
    Moment connections
      Welded
      Field-welded, field-bolted
      Shop-welded, field-bolted
      End plate
    Suggested details
    Fastener data
    Welded joints
      Requirements
      Standard symbols
      Prequalified welded joints
    Miscellaneous data
      Minimum radius for cold bending of plates
      Fabricating practices
    Part 5 Specifications and codes
    Cross-reference to the 1978 AISC specification
    Specification for structural steel buildings - allowable
    stress design and plastic design
      Specification
      Appendix
      Numerical values
      Commentary
    AISC code of standard practice
    Specification for structural joints using ASTM A325 or
    A490 bolts
    Specification for allowable stress design of single-
    angle members
    AISC quality certification program
    Part 6 Miscellaneous data and mathematical tables
    Miscellaneous data
      Wire and sheet metal gages
      Standard nomenclature for flat rolled carbon steel
      Effect of heat on structural steel
      Coefficients of expansion
    Weights, measures and conversion factors
      Weights and specific gravities
      Weights of building materials
      Weights and measures
      Engineering conversion factors
    Geometric and trigonometric data
      Bracing formulas
      Properties of the parabola and ellipse
      Properties of the circle
      Properties of geometric sections
      Trigonometric formulas
    Decimal equivalents
      Decimals of an inch
      Decimals of a foot
    Part 7 Symbols and index

    Abstract - (Show below) - (Hide below)

    An essential reference for engineers, architects, detailers, draftsmen, contractors, building officials and fabricators. The 9th Edition is based on the provisions of the 1989 AISC Specification for Structural Steel Buildings - Allowable Stress and Plastic Design. The manual is divided into six sections: (1) Dimensions and Properties, (2) Beam and Girder Design, (3) Column Design (4) Connections (5) Specifications and Codes and (6) Miscellaneous Data and Mathematical Tables. A comprehensive index is provided and each section is thumb-indexed.

    General Product Information - (Show below) - (Hide below)

    Development Note This item includes the following along with the manual: AISC S329, AISC S303, AISC S337, AISC S335 and AISC S343L. (03/2000)
    Document Type Standard
    Publisher American Institute of Steel Construction
    Status Superseded
    Superseded By
    Supersedes

    Standards Referenced By This Book - (Show below) - (Hide below)

    API 681 : 1996 : R2010 LIQUID RING VACUUM PUMPS AND COMPRESSORS FOR PETROLEUM, CHEMICAL, AND GAS INDUSTRY SERVICES
    MIL V 24569 : 0 VALVE, QUICK CLOSING, FOR FUEL OIL AND AUXILIARY STEAM EMERGENCY SHUTDOWN
    ASME PCC 2 : 2015 REPAIR OF PRESSURE EQUIPMENT AND PIPING
    NEMA SG 6:2000 POWER SWITCHING EQUIPMENT
    CSA Z267 : 2000 SAFETY CODE FOR AMUSEMENT RIDES AND DEVICES
    NASA KSC SPEC F 0009 : 1988 DESIGN, FABRICATION, AND ERECTION OF SIGNS AT JOHN F. KENNEDY SPACE CENTER, SPECIFICATION FOR
    NASA KSC STD Z 0004 : 2002 STRUCTURAL DESIGN, STANDARD FOR
    API 681 : 1996 LIQUID RING VACUUM PUMPS AND COMPRESSORS FOR PETROLEUM, CHEMICAL, AND GAS INDUSTRY SERVICES
    ASTM F 2970 : 2017 : REDLINE Standard Practice for Design, Manufacture, Installation, Operation, Maintenance, Inspection and Major Modification of Trampoline Courts
    API 650 : 2013 WELDED TANKS FOR OIL STORAGE
    API 650 : 2013+ADD 3 : 2018 WELDED TANKS FOR OIL STORAGE
    NFPA 85C : 1991 PREVENTION OF FURNACE EXPLOSIONS & IMPLOSIONS IN MULTIPLE BURNER BOILER FURNACES
    API 650 CHINESE : 2013 WELDED TANKS FOR OIL STORAGE
    API 11PGT : 1992 RECOMMENDED PRACTICE FOR PACKAGED COMBUSTION GAS TURBINES
    ANSI/AWWA D103 : 2009 FACTORY-COATED BOLTED CARBON STEEL TANKS FOR WATER STORAGE
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