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Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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ASD MANUAL OF STEEL CONSTRUCTION
01-12-2005
12-01-2013
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
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