TY  - BOOK
AU  - AISC
TI  - Manual of steel construction: Allowable stress design 
SN  - 1564240002
U1  - R 691.7 A512 
PY  - 1989///
CY  - Chicago, Illinois
PB  - AISC
KW  - ACERO DE CONSTRUCCIÓN
KW  - ACERO ESTRUCTURAL
N1  - 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
N2  - 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
ER  -