AISC 316 : 9ED 89 ERRATA

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

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.