REINFORCED CONCRETE. MECHANICS & DESIGN, JAMES G. MACGREGOR Y JAMES K. WIGHT 6TH EDITION, INGLES. (Nueva Edición en Mediafire)
TITULO: REINFORCED CONCRETE. MECHANICS & DESIGN
AUTOR: James K. Wight (University of Michigan), James G. MacGregor (University of Alberta)
EDICION: 6ta edición, copyright 2011, no existe versión en Español aún.
IDIOMA: Inglés
FORMATO: Archivo rar, libro en Pdf (TEXTO SELECCIONABLE)
TAMAÑO: 15 Mb
Nº DE PÁGINAS: 1177 Pag.
DESCARGA:
1ra ALTERNATIVA DE DESCARGA:
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DESCARGA:
Libro muy recomendado, material didáctico y usado por el Ing. Wilson Arquiñigo en Concreto Armado II.
No hay proporción del contenido así que tuve que transcribirlo. Provecho y Saludos.
CONTENIDO:
1. INTRODUCTION
1.1 Reinforced Concrete Structures
1.2 Mechanics of Reinforced Concrete
1.3 Reinforced Concrete Members
1.4 Factors Affecting Choice of Reinforced Concrete for a Structure
1.5 Historical Development of Concret and Reinforced Concrete as Structural Materials
1.6 Building Codes and the ACI Code
2.THE DESIGN PROCESS
2.1 Objectives of Design
2.2. The Design Process
2.3 Limit States and the Design of Reinforced Concrete
2.4 Structural Safety
2.5 Probabilistic Calculation of Safety Factors
2.6 Design Procedures Specified in the ACI Building Code
2.7 Load Factors an Load Combinations in the 2008 ACI Code
2.8 Loadings and Actions
2.9 Design foe Economy
2.10 Handbooks and Design Aids
2.11 Customary Dimensions and Construction Tolerances
2.12 Accuracy of Calculations
2.13 «Shall be Permitted»
2.14 Inspection
3. MATERIALS
3.1 Concrete
3.2 Behavior of Concrete Failing in Compression
3.3 Compressive Strength of Concrete
3.4 Strength Under Tensile and Multiaxial Loads
3.5 Stress-Strain Curves for Concrete
3.6 Time-Dependent Volume Changes
3.7 High-Strength Concrete
3.8 Lightweight Concrete
3.9 Fiber Reinforced Concrete
3.10 Durability of Concrete
3.11 Behavior of Concrete Exposed to High and Low Temperatures
3.12 Shotcrete
3.13 High-Alumina Cement
3.14 Reinforcement
3.15 Fiber-Reinforced Polyner (FRP) Reinforcement
3.16 Prestressing Steel
4. FLEXURE: BEHAVIOR AND NOMINAL STRENGTH OF BEAM SECTIONS
4.1 Introduction
4.2 Flexure Theory
4.3 Simplications in Flexure Theory for Design
4.4 Analysis of Nominal Moment Strength for Singly
4.5 Definition of Balanced Conditions
4.6 Code Definitions of Tension-Controlled and Compression-Controlled Sections
4.7 Beams with Compression Reinforcement
4.8 Analysis of Flanged Sections
4.9 Unsymmetrical Beam Sections
5. FLEXURAL DESIGN OF BEAM SECTIONS
5.1 Introduction
5.2 Analysis of Continuous One-Way Floor Systems
5.3 Design of Singly-Reinforced Beam Sections with Rectangular Compression Zones
5.4 Design of Doubly-Reinforces Beam Sections
5.5 Design of Continuous One-Way Slabs
6. SHEAR UN BEAMS
6.1 Introduction
6.2 Basic Theory
6.3 Behavior of Beams Failing in Shear
6.4 Truss Model of the Behavior of Slender Beams Failing in Shear
6.5 Analysis and Design of Reinforced Concrete Beams for Shear -ACI Code
6.6 Other Shear Design Methods
6.7 Hanger Reinforcement
6.8 Tapered Beams
6.9 Shear in Axially Loaded Members
6.10 Shear in Seismic Regions
7. TORSION
7.1 Introduction and Basic Theory
7.2 Behavior of Reinforced Concrete Members Subjected to Torsion
7.3 Design Methods for Torsion
7.4 Thin-Walled Tube/Plastic Space Truss Design Method
7.5 Design for Torsion and Shear -ACI Code
7.6 Application of ACI Code Design Method for Torsion
8. DEVELOPMENT, ANCHORAGE, AND SPLICING OF REINFORCEMENT
8.1 Introduction
8.2 Mechanism of Bond Transfer
8.3 Development Length
8.4 Hooked Anchorages
8.5 Headed and Mechanically Anchored Bars in Tension
8.6 Design for Anchorage
8.7 Bar Cutoffs and Development of Bars in Flexural Members
8.8 Reinforcement Continuity and Structural Integrity Requirements
8.9 Splices
9. SERVICEABILITY
9.1 Introduction
9.2 Elastic Analysis of Stresses in Beam Sections
9.3 Cracking
9.4 Deflections of Concrete Beams
9.5 Consideration of Deflections in Design
9.6 Frame Deflections
9.7 Vibrations
9.8 Fatigue
10. CONTINUOUS BEAMS AND ONE-WAY SLABS
10.1 Introduction
10.2 Continuity in Reinforced Concrete Strctures
10.3 Continuous Beams
10.4 Design of Girders
10.5 Joist Floors
10.6 Moment Redistribution
11. COLUMNS> COMBINED AXIAL LOAD AND BENDING
11.1 Introduction
11.2 Tied and Spiral Columns
11.3 Interaction Diagrams
11.4 Interaction Diagrams for Reinforced Concrete Columns
11.5 Design of Short Columns
11.6 Contributions of Steel and Concrete to Column Strength
11.7 Biaxially Loades Columns
12. SLENDER COLUMNS
12.1 Introduction
12.2 Behavior and Analysis of Pin-Ended Columns
12.3 Behavior of Restrained Columns in Nonsway Frames
12.4 Design of Columns in Nonsway Frames
12.5 Behavior of Restrained Columns in Sway Frames
12.6 Calculation of Moments in Sway Frames Using Second-Order Analyses
12.7 Design of Columns in Sway Frames
12.8 General Analysis of Slenderness Effects
12.9 Torsional Critical Load
13. TWO-WAY SLABS: BEHAVIOR, ANALYSIS, AND DESIGN
13.1 Introduction
13.2 History of Two-Way Slabs
13.3 Behavior of Slabs Loaded to Failure in Flexure
13.4 Analysis of Momentos in Tow-Way Slabs
13.5 Distribution of Momentos in Slabs
13.6 Desing of Slabs
13.7 The Direct-Design Method
13.8 Equivalent-Frame Methods
13.9 Use of Computers for an Equivalent-Frame
13.10 Shear Strength of Two-Way Slabs
13.11 Combined Shear and Moment Transfer in Two-Way slabs
13.12 Details and reinforcement requirements
13.13 Design of slabs without beams
13.14 Design of slabs with beams in two directions
13.15 Construction in two-way slab systems
13.16 Deflections in two-way slab system
13.17 Use of Post-Tensioning
14. TWO-WAY SLABS: ELASTIC AND YIELD-LINE ANALYSES
14.1 Review of elastic analysis of slabs
14.2 Design moments from a Finite-Element Anlysis
14.3 Yield-Line analysis of slabs: Introduction
14.4 Yield-Line Analysis: Applications for Two-Way slab panels
14.5 Yield-Line patterns at discontinuous corners
14.6 Yield-line patterns at columns or at concentrated
15. FOOTINGS (cimientos)
15.1 Introduction (introducción)
15.2 Soil pressure under footing (presión del suelo sobre el cimiento)
15.3 Structural Action of Strip and Spread Footings
15.4 Strip or Wall Footings (Strip o muros de cimentación)
15.5 Spread footings (platea de cimentación)
15.6 Combined Footings (Cimentaciones combinadas)
15.7 Mat Foundations (Cimentaciones conectadas)
15.8 Pile Caps (Pilotes)
16. SHEAR FRICTION, HORIZONTAL SHEAR TRANSFER, AND COMPOSITE CONCRETE BEAMS
16.1 Introduction
16.2 Shear Friction
16.3 Composite Concrete Beams
17. DISCONTINUITY REGIONS AND STRUT-AND-TIE MODELS
17.1 Introduccion
17.2 Design equation and methos of solution
17.3 struts
17.4 ties
17.5 Nodes and Nodal Zones
17.6 Common Strut-and-Tie Models
17.7 Layout of Strut-and-tie Models
17.8 Deep Beams
17.9 Continuous deep beams
17.10 Brackets and corbels
17.11 Dapped ends
17.12 Beam-columns joints
17.13 Bearing flanges
18. WALLS AND SHEAR WALLS
18.1 Introduction
18.2 Bearing walls
18.3 Retaining walls
18.4 Tilt-Up walls
18.5 Lateral Load-Resisting Systems for Buildings
18.7 Shear wall-frame Interaction
18.8 Coupled Shear walls
18.9 Design of structural walls-general
18.10 flexural strength of shear walls
18.11 critical loads for axially loaded walls
19. DESIGN FOR EARTHQUAKE RESISTANCE
19.1 Introduction
19.2 Seismic response spectra
19.3 Seismic design requirements
19.4 Seismic forces n structures
19.5 Ductility of reinforced concrete members
19.6 General ACI code provisions for Seismic Design
19.7 Flexural Members in special moment frames
19.8 Columns in special Moment Frames
19.9 Joints of Special Moment Frames
19.10 Structural Diaphragms
19.11 Structural walls
19.12 Frame members not proportioned to resis forces induced by earthquake motions
19.13 Special precast structures
19.14 Foundations
APPENDIX A
APPENDIX B
INDEX
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