Design of wood structures - ASD/LRFD / (Registro nro. 17360)
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| 000 -CABECERA | |
|---|---|
| Campo de control de longitud fija | 11917cam a2200301Mi 4500 |
| 001 - NÚMERO DE CONTROL | |
| Campo de control | ocn895263975 |
| 003 - IDENTIFICADOR DE NÚMERO DE CONTROL | |
| Campo de control | OCoLC |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN | |
| Campo de control | 20200318122930.0 |
| 008 - CAMPO FIJO DE DESCRIPCIÓN FIJA--INFORMACIÓN GENERAL | |
| Campo de control de longitud fija | 130806s2015 nyu 000 0 eng d |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | 9780071745604 (hbk.) |
| 020 ## - ISBN (INTERNATIONAL STANDARD BOOK NUMBER) | |
| ISBN | 0071745602 (hbk.) |
| 040 ## - FUENTE DE CATALOGACIÓN | |
| Agencia de catalogación original | NLE |
| Idioma de catalogación | eng |
| Convenciones de la descripción | rda |
| Agencia que realiza la transcripción | NLE |
| Agencia que realiza la modificación | OCLCO |
| 082 04 - NÚMERO DE LA CLASIFICACIÓN DECIMAL DEWEY | |
| Número de clasificación Decimal | 624.184 |
| Número de edición DEWEY | 23 |
| Número de documento (Cutter) | B848d |
| 100 1# - ENCABEZAMIENTO PRINCIPAL--NOMBRE PERSONAL | |
| Nombre de persona | Breyer, Donald E., |
| 9 (RLIN) | 1060 |
| 245 10 - TÍTULO PROPIAMENTE DICHO | |
| Título | Design of wood structures - ASD/LRFD / |
| Mención de responsabilidad, etc. | by Donald E. Breyer, Kenneth J. Fridley, David Pollock, Kelly Cobeen. |
| 250 ## - MENCIÓN DE EDICIÓN | |
| Mención de edición | 7th ed. |
| 260 ## - PUBLICACIÓN, DISTRIBUCIÓN, ETC (PIE DE IMPRENTA) | |
| Lugar de publicación, distribución, etc. | New York : |
| Nombre del editor, distribuidor, etc. | McGraw Hill, |
| Fecha de publicación, distribución, etc. | ©2015 |
| 300 ## - DESCRIPCIÓN FÍSICA | |
| Extensión | XXX, 976 p. : |
| Otros detalles físicos | il. ; |
| Dimensiones | 28 cm. |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. | |
| Bibliografía, etc. | Incluye indices |
| 505 ## - NOTA DE CONTENIDO FORMATEADA | |
| Nota de contenido con formato preestablecido | Preface xi <br/>Nomenclature xv <br/>Abbreviations xviii <br/>Chapter 1 Wood Buildings and Design Criteria 1 (14)<br/>1.1 Introduction<br/>1 (1)<br/>1.2 Types of Buildings<br/>2 (2)<br/>1.3 Required and Recommended References<br/>4 (3)<br/>1.4 Building Codes and Design Criteria<br/>7 (1)<br/>1.5 ASD and LRFD<br/>8 (1)<br/>1.6 Organization of the Text<br/>9 (1)<br/>1.7 Structural Calculations<br/>9 (2)<br/>1.8 Detailing Conventions<br/>11 (1)<br/>1.9 Fire-Resistive Requirements<br/>12 (1)<br/>1.10 Industry Organizations<br/>13 (1)<br/>1.11 References<br/>13 (2)<br/>Chapter 2 Design Loads 15 (92)<br/>2.1 Introduction<br/>15 (2)<br/>2.2 Dead Loads<br/>17 (4)<br/>2.3 Live Loads<br/>21 (7)<br/>2.4 Snow Loads<br/>28 (7)<br/>2.5 Soil Loads and Hydrostatic Pressure<br/>35 (1)<br/>2.6 Loads due to Fluids<br/>35 (1)<br/>2.7 Rain Loads<br/>35 (1)<br/>2.8 Flood Loads<br/>36 (1)<br/>2.9 Self-Straining Loads<br/>36 (1)<br/>2.10 Wind Loads-Introduction<br/>37 (5)<br/>2.11 Wind Forces-Main Wind Force Resisting System<br/>42 (10)<br/>2.12 Wind Forces-Components and Cladding<br/>52 (5)<br/>2.13 Seismic Forces-Introduction<br/>57 (5)<br/>2.14 Seismic Forces<br/>62 (14)<br/>2.15 Seismic Forces-Primary System<br/>76 (7)<br/>2.16 Seismic Forces-Wall Components<br/>83 (5)<br/>2.17 Load Combinations<br/>88 (5)<br/>2.18 Serviceability/Deflection Criteria<br/>93 (5)<br/>2.19 References<br/>98 (1)<br/>2.20 Problems<br/>99 (8)<br/>Chapter 3 Behavior of Structures under Loads and Forces 107 (60)<br/>3.1 Introduction<br/>107 (1)<br/>3.2 Structures Subject to Vertical Loads<br/>107 (4)<br/>3.3 Structures Subject to Lateral Forces<br/>111 (7)<br/>3.4 Lateral Forces in Buildings with Diaphragms and Shearwalls<br/>118 (6)<br/>3.5 Design Problem: Lateral Forces on One-Story Building<br/>124 (15)<br/>3.6 Design Problem: Lateral Forces on Two-Story Building<br/>139 (20)<br/>3.7 References<br/>159 (1)<br/>3.8 Problems<br/>159 (8)<br/>Chapter 4 Properties of Wood and Lumber Grades 167 (68)<br/>4.1 Introduction<br/>167 (1)<br/>4.2 Design Specification<br/>168 (2)<br/>4.3 Methods of Grading Structural Lumber<br/>170 (2)<br/>4.4 In-Grade versus Clear Wood Design Values<br/>172 (2)<br/>4.5 Species and Species Groups<br/>174 (1)<br/>4.6 Cellular Makeup<br/>175 (3)<br/>4.7 Moisture Content and Shrinkage<br/>178 (8)<br/>4.8 Effect of Moisture Content on Lumber Sizes<br/>186 (1)<br/>4.9 Durability of Wood and the Need for Pressure Treatment<br/>186 (3)<br/>4.10 Growth Characteristics of Wood<br/>189 (3)<br/>4.11 Sizes of Structural Lumber<br/>192 (3)<br/>4.12 Size Categories and Commercial Grades<br/>195 (4)<br/>4.13 General Notation<br/>199 (6)<br/>4.14 Wet Service Factor CM<br/>205 (1)<br/>4.15 Load Duration Factor CD (ASD Only)<br/>206 (4)<br/>4.16 Time Effect Factor &lalmbda; (LRFD Only)<br/>210 (1)<br/>4.17 Size Factor CF<br/>211 (1)<br/>4.18 Repetitive Member Factor Cr<br/>212 (1)<br/>4.19 Flat Use Factor Cfu<br/>213 (1)<br/>4.20 Temperature Factor Ct<br/>213 (1)<br/>4.21 Incising Factor Ci<br/>214 (1)<br/>4.22 Resistance Factor φ (LRFD Only)<br/>214 (1)<br/>4.23 Format Conversion Factor KF (LRFD Only)<br/>215 (1)<br/>4.24 Design Problem: Adjusted Design Values<br/>216 (10)<br/>4.25 Future Directions in Wood Design<br/>226 (1)<br/>4.26 References<br/>227 (1)<br/>4.27 Problems<br/>228 (7)<br/>Chapter 5 Structural Glued Laminated Timber 235 (26)<br/>5.1 Introduction<br/>235 (1)<br/>5.2 Sizes of Glulam Members<br/>235 (3)<br/>5.3 Resawn Glulam<br/>238 (1)<br/>5.4 Fabrication of Glulams<br/>239 (6)<br/>5.5 Grades of Glulam Members<br/>245 (5)<br/>5.6 Adjustment Factors for Glulam<br/>250 (3)<br/>5.7 Design Problem: Adjusted Design Values<br/>253 (4)<br/>5.8 References<br/>257 (1)<br/>5.9 Problems<br/>258 (3)<br/>Chapter 6 Beam Design 261 (106)<br/>6.1 Introduction<br/>261 (1)<br/>6.2 Bending<br/>262 (12)<br/>6.3 Lateral Stability<br/>274 (9)<br/>6.4 Adjusted Bending Design Value Summary<br/>283 (6)<br/>6.5 Shear<br/>289 (7)<br/>6.6 Deflection<br/>296 (2)<br/>6.7 Design Summary<br/>298 (2)<br/>6.8 Bearing at Supports<br/>300 (7)<br/>6.9 Design Problem: Sawn Beam<br/>307 (7)<br/>6.10 Design Problem: Rough-Sawn Beam Using ASD<br/>314 (2)<br/>6.11 Design Problem: Notched Beam<br/>316 (2)<br/>6.12 Design Problem: Sawn-Beam Analysis<br/>318 (4)<br/>6.13 Design Problem: Glulam Beam with Full Lateral Support<br/>322 (6)<br/>6.14 Design Problem: Glulam Beam with Lateral Support at 8 ft-0 in<br/>328 (4)<br/>6.15 Design Problem: Glulam Beam with Lateral Support at 48 ft-0 in<br/>332 (3)<br/>6.16 Design Problem: Glulam with Compression Zone Stressed in Tension<br/>335 (4)<br/>6.17 Cantilever Beam Systems<br/>339 (4)<br/>6.18 Lumber Roof and Floor Decking<br/>343 (2)<br/>6.19 Fabricated Wood Components<br/>345 (9)<br/>6.20 References<br/>354 (1)<br/>6.21 Problems<br/>355 (12)<br/>Chapter 7 Axial Forces and Combined Bending and Axial Forces 367 (96)<br/>7.1 Introduction<br/>367 (1)<br/>7.2 Axial Tension Members<br/>368 (5)<br/>7.3 Design Problem: Tension Member<br/>373 (4)<br/>7.4 Columns<br/>377 (8)<br/>7.5 Detailed Analysis of Slenderness Ratio<br/>385 (6)<br/>7.6 Design Problem: Axially Loaded Column<br/>391 (5)<br/>7.7 Design Problem: Capacity of a Glulam Column<br/>396 (6)<br/>7.8 Design Problem: Capacity of a Bearing Wall<br/>402 (2)<br/>7.9 Built-Up Columns<br/>404 (4)<br/>7.10 Combined Bending and Tension<br/>408 (5)<br/>7.11 Design Problem: Combined Bending and Tension<br/>413 (5)<br/>7.12 Combined Bending and Compression<br/>418 (7)<br/>7.13 Design Problem: Beam-Column<br/>425 (5)<br/>7.14 Design Problem: Beam-Column Action in a Stud Wall Using LRFD<br/>430 (9)<br/>7.15 Design Problem: Glulam Beam-Column Using ASD<br/>439 (7)<br/>7.16 Design for Minimum Eccentricity<br/>446 (1)<br/>7.17 Design Problem: Column with Eccentric Load Using ASD<br/>447 (6)<br/>7.18 References<br/>453 (1)<br/>7.19 Problems<br/>454 (9)<br/>Chapter 8 Wood Structural Panels 463 (50)<br/>8.1 Introduction<br/>463 (2)<br/>8.2 Panel Dimensions and Installation Recommendations<br/>465 (2)<br/>8.3 Plywood Makeup<br/>467 (3)<br/>8.4 Species Groups for Plywood<br/>470 (3)<br/>8.5 Veneer Grades<br/>473 (2)<br/>8.6 Exposure Durability Classifications<br/>475 (1)<br/>8.7 Plywood Grades<br/>476 (3)<br/>8.8 Other Wood Structural Panels<br/>479 (3)<br/>8.9 Roof Sheathing<br/>482 (3)<br/>8.10 Design Problem: Roof Sheathing<br/>485 (4)<br/>8.11 Floor Sheathing<br/>489 (3)<br/>8.12 Design Problem: Floor Sheathing<br/>492 (2)<br/>8.13 Wall Sheathing and Siding<br/>494 (4)<br/>8.14 Stress Calculations for Wood Structural Panels<br/>498 (10)<br/>8.15 References<br/>508 (1)<br/>8.16 Problems<br/>509 (4)<br/>Chapter 9 Diaphragms 513 (60)<br/>9.1 Introduction<br/>513 (1)<br/>9.2 Basic Diaphragm Action<br/>514 (5)<br/>9.3 Shear Resistance<br/>519 (8)<br/>9.4 Diaphragm Chords<br/>527 (5)<br/>9.5 Design Problem: Roof Diaphragm<br/>532 (8)<br/>9.6 Distribution of Lateral Forces in a Shearwall<br/>540 (4)<br/>9.7 Collector (Strut) Forces<br/>544 (5)<br/>9.8 Diaphragm Deflections<br/>549 (5)<br/>9.9 Diaphragms with Interior Shearwalls<br/>554 (5)<br/>9.10 Interior Shearwalls with Collectors<br/>559 (4)<br/>9.11 Diaphragm Flexibility<br/>563 (3)<br/>9.12 References<br/>566 (1)<br/>9.13 Problems<br/>566 (7)<br/>Chapter 10 Shearwalls 573 (54)<br/>10.1 Introduction<br/>573 (1)<br/>10.2 Basic Shearwall Action<br/>574 (1)<br/>10.3 Shearwalls Using Wood Structural Panels<br/>575 (6)<br/>10.4 Other Sheathing Materials<br/>581 (2)<br/>10.5 Shearwall Chord Members<br/>583 (2)<br/>10.6 Design Problem: Shearwall<br/>585 (9)<br/>10.7 Alternate Shearwall Design Methods<br/>594 (11)<br/>10.8 Anchorage Considerations<br/>605 (1)<br/>10.9 Vertical (Gravity) Loads<br/>606 (1)<br/>10.10 Lateral Forces Parallel to a Wall<br/>607 (4)<br/>10.11 Shearwall Deflection<br/>611 (5)<br/>10.12 Lateral Forces Perpendicular to a Wall<br/>616 (2)<br/>10.13 References<br/>618 (1)<br/>10.14 Problems<br/>619 (8)<br/>Chapter 11 Wood Connections-Background 627 (28)<br/>11.1 Introduction<br/>627 (1)<br/>11.2 Types of Fasteners and Connections<br/>627 (7)<br/>11.3 Yield Model for Laterally Loaded Fasteners<br/>634 (1)<br/>11.4 Factors Affecting Strength in Yield Model<br/>635 (4)<br/>11.5 Dowel Bearing Strength<br/>639 (4)<br/>11.6 Plastic Hinge in Fastener<br/>643 (4)<br/>11.7 Yield Limit Mechanisms<br/>647 (5)<br/>11.8 References<br/>652 (1)<br/>11.9 Problems<br/>652 (3)<br/>Chapter 12 Nailed and Stapled Connections 655 (72)<br/>12.1 Introduction<br/>655 (1)<br/>12.2 Types of Nails<br/>656 (3)<br/>12.3 Power-Driven Nails and Staples<br/>659 (2)<br/>12.4 Yield Limit Equations for Nails<br/>661 (7)<br/>12.5 Applications of Yield Limit Equations<br/>668 (8)<br/>12.6 Adjustment Factors for Laterally Loaded Nails<br/>676 (7)<br/>12.7 Design Problem: Nail Connection for Knee Brace<br/>683 (5)<br/>12.8 Design Problem: Top Plate Splice<br/>688 (8)<br/>12.9 Design Problem: Shearwall Chord Tie<br/>696 (4)<br/>12.10 Design Problem: Laterally Loaded Toenail<br/>700 (4)<br/>12.11 Design Problem: Laterally Loaded Connection in End Grain<br/>704 (2)<br/>12.12 Nail Withdrawal Connections<br/>706 (7)<br/>12.13 Combined Lateral and Withdrawal Loads<br/>713 (1)<br/>12.14 Spacing Requirements<br/>714 (4)<br/>12.15 Nailing Schedule<br/>718 (1)<br/>12.16 References<br/>718 (1)<br/>12.17 Problems<br/>718 (9)<br/>Chapter 13 Bolts, Lag Bolts, and Other Connectors 727 (94)<br/>13.1 Introduction<br/>727 (1)<br/>13.2 Bolt Connections<br/>728 (3)<br/>13.3 Bolt Yield Limit Equations for Single Shear<br/>731 (9)<br/>13.4 Bolt Yield Limit Equations for Double Shear<br/>740 (4)<br/>13.5 Adjustment Factors for Bolts<br/>744 (12)<br/>13.6 Tension and Shear Stresses at a Multiple Fastener Connection<br/>756 (4)<br/>13.7 Design Problem: Multiple-Bolt Tension Connection<br/>760 (6)<br/>13.8 Design Problem: Bolted Chord Splice for Diaphragm<br/>766 (7)<br/>13.9 Shear Stresses in a Beam at a Connection<br/>773 (2)<br/>13.10 Design Problem: Bolt Connection for Diagonal Brace<br/>775 (6)<br/>13.11 Lag Bolt Connections<br/>781 (4)<br/>13.12 Yield Limit Equations for Lag Bolts<br/>785 (3)<br/>13.13 Adjustment Factors for Lag Bolts in Shear Connections<br/>788 (5)<br/>13.14 Design Problem: Collector (Strut) Splice with Lag Bolts<br/>793 (6)<br/>13.15 Lag Bolts in Withdrawal<br/>799 (3)<br/>13.16 Combined Lateral and Withdrawal Loads<br/>802 (1)<br/>13.17 Split Ring and Shear Plate Connectors<br/>803 (6)<br/>13.18 References<br/>809 (1)<br/>13.19 Problems<br/>809 (12)<br/>Chapter 14 Connection Details and Hardware 821 (34)<br/>14.1 Introduction<br/>821 (1)<br/>14.2 Connection Details<br/>821 (18)<br/>14.3 Design Problem: Beam-to-Column Connection<br/>839 (9)<br/>14.4 Cantilever Beam Hinge Connection<br/>848 (2)<br/>14.5 Prefabricated Connection Hardware<br/>850 (3)<br/>14.6 References<br/>853 (2)<br/>Chapter 15 Diaphragm-to-Shearwall Anchorage 855 (46)<br/>15.1 Introduction<br/>855 (1)<br/>15.2 Anchorage Summary<br/>855 (5)<br/>15.3 Connection Details-Diaphragm to Wood-Frame Wall<br/>860 (9)<br/>15.4 Connection Details-Diaphragm to Concrete or Masonry Walls<br/>869 (16)<br/>15.5 Subdiaphragm Anchorage of Concrete and Masonry Walls<br/>885 (6)<br/>15.6 Design Problem: Subdiaphragm<br/>891 (8)<br/>15.7 References<br/>899 (2)<br/>Chapter 16 Advanced Topics in Lateral Force Design 901 (44)<br/>16.1 Introduction<br/>901 (1)<br/>16.2 Seismic Forces-Regular Structures<br/>901 (2)<br/>16.3 Seismic Forces-Irregular Structures<br/>903 (11)<br/>16.4 Overturning-Background<br/>914 (1)<br/>16.5 Overturning-Review<br/>914 (5)<br/>16.6 Overturning-Wind<br/>919 (4)<br/>16.7 Overturning-Seismic<br/>923 (6)<br/>16.8 Lateral Analysis of Nonrectangular Buildings<br/>929 (5)<br/>16.9 Rigid Diaphragm Analysis<br/>934 (10)<br/>16.10 Additional Topics in Diaphragm Design<br/>944 (1)<br/>16.11 References<br/>944 (1)<br/>Appendix A. Equivalent Uniform Weights of Wood Framing 945 (2)<br/>Appendix B. Weights of Building Materials 947 (4)<br/>Appendix C. SI Units 951 (4)<br/>Index 955 |
| 520 ## - RESUMEN, ETC. | |
| Nota de sumario, etc. | Minuciosamente revisado para incorporar los últimos códigos y normas, la séptima edición de este recurso integral que lleva a través del diseño completo de una estructura de madera siguiendo la misma secuencia de los materiales y elementos utilizados en el diseño actual. Ecuaciones detalladas, ilustraciones claras y ejemplos prácticos de diseño se presentan a lo largo del texto. |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 1062 |
| Nombre de materia o nombre geográfico como elemento de entrada | MADERA |
| 650 #0 - ASIENTO SECUNDARIO DE MATERIA--TÉRMINO DE MATERIA | |
| 9 (RLIN) | 1061 |
| Nombre de materia o nombre geográfico como elemento de entrada | CONSTRUCCIONES EN MADERA |
| Subdivisión general | DISEÑO |
| 700 1# - ENCABEZAMIENTO SECUNDARIO--NOMBRE PERSONAL | |
| Nombre de persona | Cobeen, Kelly E., |
| 9 (RLIN) | 1065 |
| 700 1# - ENCABEZAMIENTO SECUNDARIO--NOMBRE PERSONAL | |
| 9 (RLIN) | 1064 |
| Nombre de persona | Pollock, David Garnet, |
| Fechas asociadas al nombre | 1959 |
| 700 1# - ENCABEZAMIENTO SECUNDARIO--NOMBRE PERSONAL | |
| 9 (RLIN) | 1063 |
| Nombre de persona | Fridley, Kenneth J., |
| Fechas asociadas al nombre | 1963 |
| 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 | Renovaciones totales | Signatura completa | Código de barras | Fecha última consulta | Fecha último préstamo | Número de ejemplar | 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 | 2014-12-04 | AMAZON-444444001-OC20095 | Compra | 246777.00 | Ej. 1 | BIB0001189 | 15 | 6 | 624.184 B848d | 023707 | 2024-03-13 | 2024-03-04 | 1 | LIBRO - MATERIAL GENERAL | 2014-12-18 | Esp. Estructuras |
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