ACI detailing manual-2004 / (Registro nro. 17467)
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| 000 -CABECERA | |
|---|---|
| Campo de control de longitud fija | 12737cam a22002297a 4500 |
| 001 - NÚMERO DE CONTROL | |
| Campo de control | 13625320 |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN | |
| Campo de control | 20200318124926.0 |
| 007 - CAMPO FIJO DE DESCRIPCIÓN FÍSICA | |
| DESCRIPCIÓN FÍSICA | ta |
| 008 - CAMPO FIJO DE DESCRIPCIÓN FIJA--INFORMACIÓN GENERAL | |
| Campo de control de longitud fija | 040616s2004 miua f 001 0 eng d |
| 082 00 - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY | |
| Número de clasificación Decimal | 624.18341 |
| Número de edición DEWEY | 22 |
| Número de documento (Cutter) | A181a |
| 110 2# - ENCABEZAMIENTO PRINCIPAL--NOMBRE CORPORATIVO | |
| 9 (RLIN) | 3028 |
| Nombre corporativo o de jurisdicción como elemento de entrada | American Concrete Institute. ACI |
| 245 10 - TÍTULO PROPIAMENTE DICHO | |
| Título | ACI detailing manual-2004 / |
| Mención de responsabilidad, etc. | ACI Committee 315, Details of concrete reinforcement. |
| 260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC (PIE DE IMPRENTA) | |
| Lugar de publicación, distribución, etc. | Detroit: |
| Nombre del editor, distribuidor, etc. | American Concrete Institute, |
| Fecha de publicación, distribución, etc. | 2004 |
| 300 ## - DESCRIPCIÓN FÍSICA | |
| Extensión | 212 p.: |
| Otros detalles físicos | il. mapas.; |
| Dimensiones | 29 cm. |
| 490 1# - MENCIÓN DE SERIE | |
| Mención de serie | Publication/American Concrete Institute; |
| Número de volumen/designación secuencial | SP-66(04) |
| 500 ## - NOTA GENERAL | |
| Nota general | Includes index. |
| 505 0# - NOTA DE CONTENIDO FORMATEADA | |
| Nota de contenido con formato preestablecido | DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (315-99)<br/>Part A—Responsibilities of the architect/engineer<br/>Chapter 1—Structural drawings, p. 315-2<br/>1.1—General<br/>1.2—Drawing standards<br/>1.3—Structural drawings—Buildings and other structures<br/>1.4—Structural drawings—Highway and transportation<br/>structures<br/>Chapter 2—Standards of practice, p. 315-3<br/>2.1—General<br/>2.2—Tolerances<br/>2.3—Bar lengths<br/>2.4—Hooks and bends<br/>2.5—Beams and girders<br/>2.6—Columns<br/>2.7—Development and splices of reinforcing steel<br/>2.8—Joint details<br/>2.9—Reinforcing steel supports<br/>2.10—Special details for seismic design of frames, joints,<br/>walls, diaphragms, and two-way slabs<br/>2.11—Corrosion-resistant coatings for reinforcing steel<br/>Part B—Responsibilities of the detailer<br/>Chapter 3—Placing drawings, p. 315-10<br/>3.1—Definition<br/>3.2—Scope<br/>3.3—Procedure<br/>3.4—Drawing standards<br/>3.5—Building drawings<br/>3.6—Highway drawings<br/>3.7—Detailing to fabricating standards<br/>Chapter 4—Fabricating practice standards, p. 315-15<br/>4.1—Fabrication<br/>4.2—Extras<br/>4.3—Tolerances<br/>Chapter 5—Supports for reinforcing steel, p. 315-16<br/>5.1—General<br/>5.2—Types of bar supports<br/>5.3—Side form spacers and beam bolsters<br/>5.4—Placing reinforcing steel supports<br/>Chapter 6—Computer-assisted detailing, p. 315-16<br/>6.1—Use of computers in detailing<br/>6.2—Placing drawings<br/>6.3—Ordering procedures<br/>Chapter 7—Recommended practices for location<br/>of bars designated only by size/spacing, p. 315-17<br/>Chapter 8—Glossary, p. 315-17<br/>Chapter 9—References, p. 315-18<br/>9.1—Reference standards<br/>9.2—Cited references<br/>MANUAL OF STRUCTURAL AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES (ACI 315R-04)<br/>S-1—Foundations (Structural Drawing) ........................... 48<br/>P-1—Foundations (Placing Drawing)............................... 50<br/>P-1A—Foundations (Placing Drawing)............................ 52<br/>S-2—Columns (Structural Drawing) ................................ 54<br/>P-2—Columns (Placing Drawing) .................................... 56<br/>S-3—One-Way Concrete Joist Floor<br/>(Structural Drawing) .................................................. 58<br/>P-3—One-Way Concrete Joist Floor (Placing Drawing) . 60<br/>S-4—Flat Slab Floor (Structural Drawing)....................... 62<br/>P-4—Flat Slab Floor (Placing Drawing) .......................... 64<br/>S-5—Flat Plate Slab Floor (Structural Drawing).............. 66<br/>P-5—Flat Plate Slab Floor (Placing Drawing................... 68<br/>S-6—Beam and Girder Framing (Structural Drawing)..... 70<br/>P-6—Beam and Girder Framing (Placing Drawing) ........ 72<br/>SP-7A—Slipform Concrete Walls (Combined<br/>Structural-Placing Drawing ....................................... 74<br/>SP-7B—Slipform Concrete Walls (Combined<br/>Structural-Placing Drawing ....................................... 76<br/>S-8—Turbine Pedestal (Structural Drawing).................... 78<br/>P-8—Turbine Pedestal (Placing Drawing) ....................... 80<br/>S-9—Foundations—CAD Generated<br/>(Structural Drawing) .................................................. 82<br/>P-9—Foundations—Cad Generated<br/>(Placing Drawing)...................................................... 84<br/>S-10—Seismic Frame Beams, Flat Plate Floor<br/>(Structural Drawing) .................................................. 86<br/>P-10—Seismic Frame Beams, Flat Plate Floor<br/>(Placing Drawing)...................................................... 88<br/>TYPICAL DRAWINGS FOR<br/>HIGHWAY STRUCTURES<br/>H-1—Slab Bridge—General............................................. 92<br/>H-1A—Slab Bridge Abutment Details ............................. 94<br/>H-1B—Slab Bridgebent Details........................................ 96<br/>H-1C—Slab Bridge Deck Slab and Parapet Details ......... 98<br/>H-2—Precast AASHTO I-Beam Sections—General ..... 100<br/>H-2A—Precast AASHTO I-Beam Sections—<br/>Reinforcing Steel ..................................................... 102<br/>H-2B—Precast AASHTO I-Beam Sections—Pretensioned<br/>Strands (40 to 55 ft Spans)....................................... 104<br/>H-2C—Precast AASHTO I-Beam Sections—Pretensioned<br/>Strands (60 to 80 ft Spans)....................................... 106<br/>H-2D—Precast AASHTO I-Beam Sections—Pretensioned<br/>Strands (90 to 120 ft Spans)..................................... 108<br/>H-2E—Precast AASHTO I-Beam Sections—Post-Tensioned<br/>Strands (60 to 90 ft Spans) ..................... 110<br/>H-2F—Precast AASHTO I-Beam Sections—Post-Tensioned<br/>Strands (90 to 120 ft Spans) ................... 112<br/>H-3—Precast/Prestressed Concrete I-Beam<br/>Bridge—General ...................................................... 114<br/>H-3A—Precast/Prestressed Concrete I-Beam Bridge—<br/>Abutment Details ..................................................... 116<br/>H-3B—Precast/Prestressed Concrete I-Beam Bridge—<br/>Bent Details.............................................................. 118<br/>H-3C—Precast/Prestressed Concrete I-Beam Bridge—<br/>Framing Plan and Deck Slab Details ....................... 120<br/>H-3D—Precast/Prestressed Concrete I-Beam Bridge—<br/>Beam Details ............................................................ 122<br/>H-3E—Precast/Prestressed Concrete I-Beam Bridge—<br/>Approach Slab and Reinforcing Steel Schedule ...... 124<br/>H-4—Rolled Beam Bridge—General ............................. 126<br/>H-4A—Rolled Beam Bridge—Abutment Details........... 128<br/>H-4B—Rolled Beam Bridge—Bent Details ................... 130<br/>H-4C—Rolled Beam Bridge Deck—Slab Details .......... 132<br/>H-5—Precast Pretensioned Box Sections—General....... 134<br/>H-5A—Precast Pretensioned Box Sections—Details ..... 136<br/>H-6—Post-Tensioned Concrete Box Girder<br/>Bridge—General ...................................................... 138<br/>H-6A—Post-Tensioned Concrete Box Girder<br/>Bridge—Abutment Details....................................... 140<br/>H-6B—Post-Tensioned Concrete Box Girder—<br/>Bridgebent Details.................................................... 142<br/>H-6C—Post-Tensioned Concrete Box Girder Bridge—<br/>Girder Details ........................................................... 144<br/>H-6D—Post-Tensioned Concrete Box Girder—Slab<br/>and Girder Reinforcement........................................ 146<br/>H-6E—Post-Tensioned Concrete Box Girder Bridge—<br/>Miscellaneous Details .............................................. 148<br/>H-6F—Post-Tensioned Concrete Box Girder Bridge—<br/>Approach Slab.......................................................... 150<br/>HE-7—Box Culvert (Structural Drawing) ...................... 152<br/>HP-7—Culvert (Placing Drawing).................................. 154<br/>H-8—Cantilevered Retaining Wall—Type 1 (1200 to<br/>9100 mm Heights).................................................... 156<br/>H-8A—Cantilevered Retaining Wall—Type 1 (9700 to<br/>10,900 mm Heights)................................................. 158<br/>H-8B—Cantilevered Retaining Wall—Type 1A (1200 to<br/>3600 mm Heights).................................................... 160<br/>H-8C—Cantilevered Retaining Wall—Type 2 (1800 to<br/>6700 mm Heights).................................................... 162<br/>H-8D—Cantilevered Retaining Wall—Details............... 164<br/>SUPPORTING REFERENCE DATA<br/>Chapter 1—Reinforcing bars, p. 168<br/>1.1—Bar specifications<br/>1.2—Welding of bars<br/>1.3—Overall bar diameter<br/>1.4—ACI standard fabricating tolerances for nominally<br/>square saw-cut bar ends<br/>1.5—Coated reinforcing bars<br/>1.6—ASTM specifications for coated bars<br/>1.7—Design data for reinforcing bars<br/>1.8—Detailing data for reinforcing bars<br/>Table 1—Designations, weights, dimensions, and defor-mation<br/>requirements of standard ASTM reinforcing bars,<br/>p. 168<br/>Table 2—ASTM specifications—bar sizes, grades, and<br/>requirements for strength in tension, elongation, and<br/>bending, p. 169<br/>Table 3—Overall diameter of reinforcing bars, p. 169<br/>Table 4—Maximum gap and end deviation, p. 169<br/>Table 5—Areas (in.2 /ft) for various bar sizes and spacings,<br/>p. 171<br/>Table 6—Bundled bars for longitudinal column reinforce-ment,<br/>p. 171<br/>Table 7(a) and (b)—Tension development and lap-splice<br/>lengths for uncoated reinforcing bars, p. 172<br/>Table 8(a) and (b)—Tension development and lap-splice<br/>lengths for epoxy-coated reinforcing bars, p. 173<br/>Table 9—Tension embedment lengths for standard end<br/>hooks, p. 174<br/>Table 10—Compression embedment and lap-splice lengths<br/>for reinforcing bars, p. 174<br/>Table 11—Maximum arc length for shipping reinforcing bars,<br/>p. 175<br/>Table 12—Maximum right angle leg for shipping reinforcing<br/>bars, p. 175<br/>Chapter 2—Wires and welded wire fabric, p. 177<br/>2.1—Introduction<br/>2.2—Designation of wire size<br/>2.3—Styles of welded wire fabric<br/>2.4—Epoxy-coated wires and welded wire fabric<br/>2.5—Dimensions of welded wire fabric<br/>2.6—Design data for welded wire fabric<br/>Table 13—Specifications for wire and welded wire<br/>fabric, p. 177<br/>Table 14—Minimum requirements of wire in welded<br/>wire fabric, p. 177<br/>Table 15—Common styles of welded wire fabric, p. 177<br/>Table 16—Sectional areas of welded wire fabric, p. 179<br/>Table 17—Tension development and lap-splice lengths<br/>for plain welded wire fabric, p. 180<br/>Table 18—Tension development lengths for deformed<br/>welded wire fabrics, p. 181<br/>Table 19—Lap-splice lengths for deformed welded<br/>wire fabric, p. 182<br/>Table 20—Tension development and lap-splice lengths<br/>for deformed wire, p. 183<br/>Chapter 3—Bar supports, p. 184<br/>3.1—General<br/>3.2—Side-form-spacers<br/>3.3—Nonstandard bar supports<br/>3.4—CRSI bar-support recommendations<br/>Chapter 4—Spirals, p. 200<br/>4.1—Purpose<br/>4.2—Definitions<br/>4.3—Reinforcement recommendations<br/>4.4—Size and pitch recommendations<br/>4.5—Spacer recommendations<br/>4.6—Weight (mass) of spirals<br/>Table 21—Recommended spirals for circular columns, p. 200<br/>Table 22—Suggested guidelines for spiral spacers, p. 200<br/>Table 23(a)—Weight (mass) of #3 (#10) spirals, p. 201<br/>Table 23(b)—Weight (mass) of #4 (#13) spirals, p. 201<br/>Table 23(c)—Weight (mass) of #5 (#16) spirals, p. 202<br/>Chapter 5—Mathematical tables and formulas, p. 203<br/>5.1—Properties of the circle<br/>5.2—Trigonometric formulas<br/>Chapter 6 — Common symbols and abbreviations, p. 205<br/>6.1—Organizations<br/>6.2—Stress and force designations<br/>6.3—Structural steel designations<br/>6.4—Bar supports<br/>6.5—Parts of a structure (used in marks for structural<br/>members)<br/>6.6—Common abbreviations<br/>Chapter 7—References, p. 207<br/>7.1—Referenced standards and reports |
| 520 ## - RESUMEN, ETC. | |
| Nota de sumario, etc. | La edición de este recurso hay que tener 2004 proporciona respuestas a muchas preguntas que detallan formuladas por los ingenieros de diseño, arquitectos, contratistas, proyectistas y estudiantes de ingeniería. Se divide en tres secciones que incluyen "Detalles y Detallado de Refuerzo de Concreto (ACI 315-99)", "Manual de Ingeniería y Colocación de dibujos para Estructuras de Hormigón Armado (ACI 315R-04)", y el apoyo a los datos de referencia. Sección 1 define las responsabilidades de arquitectos, ingenieros y delineantes y establece estándares de práctica para ambos planos estructurales y colocación. Sección 2 ilustra las formas de presentar la información de diseño necesaria a través de 50 de gran tamaño, dibujos desplegables de estructuras de las carreteras y no de autopista. Dibujos estructurales se ajustan a los "Requisitos del Código de Construcción para Concreto Estructural (ACI 318-02 / 318R-02)" y todos los dibujos se prepararon con la ayuda de la Administración Federal de Carreteras del Departamento de Transporte de California, y para hormigón armado Steel Institute. Apoyo a los datos de referencia en la Sección 3 incluye capítulos específicos sobre las barras de refuerzo, cables, soportes de barras, espirales, fórmulas y tablas matemáticas y símbolos y abreviaturas comunes. |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 2725 |
| Nombre de materia o nombre geográfico como elemento de entrada | CONCRETO REFORZADO |
| Subdivisión geográfica | MANUALES |
| Subdivisión de forma | MANUALES, GUÍAS, ETC |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 3390 |
| Nombre de materia o nombre geográfico como elemento de entrada | DIBUJO DE ESTRUCTURAS |
| Subdivisión de forma | MANUALES, GUÍAS, ETC |
| 942 ## - ELEMENTOS KOHA | |
| Fuente de clasificación o esquema de ordenación en estanterías | |
| Koha tipo de item | LIBRO - MATERIAL GENERAL |
| Disponibilidad | Mostrar en OPAC | Fuente de clasificación o esquema | Tipo de Descarte | Estado | Código de colección | Localización permanente | Localización actual | Localización en estanterías | Fecha adquisición | Proveedor | Forma de Adq | Precio normal de compra | Datos del ítem (Volumen, Tomo) | Número de Inventario | Préstamos totales | Signatura completa | Código de barras | Fecha última consulta | Fecha último préstamo | Número de ejemplar | Coste, precio de reemplazo | Propiedades de Préstamo KOHA | Fecha de Descarte | Programa Académico |
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| Préstamo Normal | Colección / Fondo / Acervo / Resguardo | Biblioteca Jorge Álvarez Lleras | Biblioteca Jorge Álvarez Lleras | Fondo general | 2015-03-27 | Amazon-444444001-OC20305 | Compra | 331145.00 | Ej. 1 | BIB0001270 | 4 | 624.18341 A181a | 023805 | 2019-04-09 | 2019-04-01 | 1 | 312180.00 | LIBRO - MATERIAL GENERAL | 2015-02-24 | Ingeniería Civil |
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