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:

DOMINIO DE DESCARGA: http://www.MEDIAFIRE.com/

2DA ALTERNATIVA DE DESCARGA:

DOMINIO DE DESCARGA: http://uploaded.to/

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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