Manual of steel construction : Allowable stress design /
AISC
Manual of steel construction : Allowable stress design / American Institute of Steel Construction. - 9th.- - p. irreg. : il. ; 23 cm
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.
1564240002
ACERO DE CONSTRUCCIÓN
ACERO ESTRUCTURAL
R 691.7 A512 R 691.7 A512 v. II
Manual of steel construction : Allowable stress design / American Institute of Steel Construction. - 9th.- - p. irreg. : il. ; 23 cm
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.
1564240002
ACERO DE CONSTRUCCIÓN
ACERO ESTRUCTURAL
R 691.7 A512 R 691.7 A512 v. II