PART 1 Dimensions and properties

STRUCTURAL STEELS

STRUCTURAL SHAPES

STRUCTURAL TEES (WT, MT, ST)

DOUBLE ANGLES

COMBINATION SECTIONS

STEEL PIPE AND 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 LOADS ON BEAMS

DESIGN OF BEARING PLATES

FLOOR PLATE BENDING CAPACITY

ALLOWABLE MOMENTS IN BEAMS

PLATE GIRDERS

COMPOSITE DESIGN FOR BUILDING CONSTRUCTION

BEAM DIAGRAMS AND FORMULAS

PART 3 Column Design

GENERAL NOTES

ALLOWABLE STRESSES FOR COMPRESSION MEMBERS

ALLOWABLE CONCENTRIC LOADS ON COLUMNS

COLUMN BASE PLATES

PART 4 Connections

BOLTS, THREADED PARTS AND RIVETS

FRAMED BEAM CONNECTIONES

SEATED BEAM CONNECTIONS

END-PLATE SHEAR CONNECTIONS (TABLE IX)

SINGLE-PLATE SHEAR CONNECTIONS (TABLE X)

ECCENTRIC CONNECTIONS

CONNECTIONS IN TENSION

MOMENT CONNECTIONS

SUGGESTED DETAILS

FASTENER DATA

WELDED JOINTS

MISCELLANEOUS DATA

PREFACE

PART 5 Specifications and Codes

CROSS-REFERENCE TO THE 1978 AISC SPECIFICATION

SPECIFICATION FOR STRUCTURAL STELL BUILDINGS-ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN

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

WEIGHTS, MEASURES AND CONVERSION FACTORS

GEOMETRIC AND TRIGONOMETRIC DATA

DECIMAL EQUIVALENTS

SYMBOLS AND INDEX

La información presentada en esta publicación, ha sido preparada de acuerdo con las normas y principios reconocidos de ingeniería y es solo para información general. Si bien se cree que es precisa, esta información no debe usarse ni confiarse en ella para ninguna aplicación específica sin un exámen profesional competente y verificación de su precisión idoneidad y aplicabilidad por parte de un ingeniero estructural, arquitecto u otro profesional autorizado y competente. La publicación del material aquí contenido no pretende ser una representación de garantía de parte del AISC.