Lýsing:
For almost a century, Design of Concrete Structures has been the authoritative source for the behavior of reinforced concrete structures and design approaches in accordance with the ACI 318 Building Code. The 2019 ACI Building Code contains over 150 technical changes. These changes address higher strength reinforcement, revisions to flexural design, shear capacity, and development of reinforcement.
Annað
- Höfundur: David Darwin
- Útgáfa:16
- Útgáfudagur: 2020-06-24
- Hægt að prenta út 2 bls.
- Hægt að afrita 2 bls.
- Format:ePub
- ISBN 13: 9781260590579
- Print ISBN: 9781260575118
- ISBN 10: 1260590577
Efnisyfirlit
- Cover
- Title Page
- Copyright
- Contents
- About the Authors
- Preface
- Chapter 1 Introduction
- 1.1 Concrete, Reinforced Concrete, and Prestressed Concrete
- 1.2 Structural Forms
- 1.3 Loads
- 1.4 Serviceability, Strength, and Structural Safety
- 1.5 Design Basis
- 1.6 Design Codes and Specifications
- 1.7 Safety Provisions of the ACI Code
- 1.8 Developing Factored Gravity Loads
- 1.9 Contract Documents and Inspection
- References
- Problems
- Chapter 2 Materials
- 2.1 Introduction
- 2.2 Cement
- 2.3 Aggregates
- 2.4 Proportioning and Mixing Concrete
- 2.5 Conveying, Placing, Consolidating, and Curing
- 2.6 Quality Control
- 2.7 Admixtures
- 2.8 Properties in Compression
- 2.9 Properties in Tension
- 2.10 Strength under Combined Stress
- 2.11 Shrinkage and Temperature Effects
- 2.12 High-Strength Concrete
- 2.13 Reinforcing Steels for Concrete
- 2.14 Reinforcing Bars
- 2.15 Welded Wire Reinforcement
- 2.16 Prestressing Steels
- 2.17 Fiber Reinforcement
- References
- Problems
- Chapter 3 Design of Concrete Structures and Fundamental Assumptions
- 3.1 Introduction
- 3.2 Members and Sections
- 3.3 Theory, Codes, and Practice
- 3.4 Fundamental Assumptions for Reinforced Concrete Behavior
- 3.5 Behavior of Members Subject to Axial Loads
- 3.6 Bending of Homogeneous Beams
- References
- Problems
- Chapter 4 Flexural Analysis and Design of Beams
- 4.1 Introduction
- 4.2 Reinforced Concrete Beam Behavior
- 4.3 Design of Tension-Reinforced Rectangular Beams
- 4.4 Design Aids
- 4.5 Practical Considerations in the Design of Beams
- 4.6 Rectangular Beams with Tension and Compression Reinforcement
- 4.7 T Beams
- References
- Problems
- Chapter 5 Shear and Diagonal Tension in Beams
- 5.1 Introduction
- 5.2 Diagonal Tension in Homogeneous Elastic Beams
- 5.3 Reinforced Concrete Beams without Shear Reinforcement
- 5.4 Reinforced Concrete Beams with Web Reinforcement
- 5.5 ACI Code Provisions for Shear Design
- 5.6 Effect of Axial Forces
- 5.7 Beams with Varying Depth
- 5.8 Alternative Models for Shear Analysis and Design
- 5.9 Shear-Friction Design Method
- References
- Problems
- Chapter 6 Bond, Anchorage, and Development Length
- 6.1 Fundamentals of Flexural Bond
- 6.2 Bond Strength and Development Length
- 6.3 ACI Code Provisions for Development of Tension Reinforcement
- 6.4 Anchorage of Tension Bars by Hooks
- 6.5 Anchorage in Tension Using Headed Bars
- 6.6 Anchorage Requirements for Web Reinforcement
- 6.7 Welded Wire Reinforcement
- 6.8 Development of Bars in Compression
- 6.9 Bundled Bars
- 6.10 Bar Cutoff and Bend Points in Beams
- 6.11 Structural Integrity Provisions
- 6.12 Integrated Beam Design Example
- 6.13 Bar Splices
- References
- Problems
- Chapter 7 Serviceability
- 7.1 Introduction
- 7.2 Cracking in Flexural Members
- 7.3 ACI Code Provisions for Crack Control
- 7.4 Control of Deflections
- 7.5 Immediate Deflections
- 7.6 Deflections Due to Long-Term Loads
- 7.7 ACI Code Provisions for Control of Deflections
- 7.8 Deflections Due to Shrinkage and Temperature Changes
- 7.9 Moment vs. Curvature for Reinforced Concrete Sections
- References
- Problems
- Chapter 8 Analysis and Design for Torsion
- 8.1 Introduction
- 8.2 Torsion in Plain Concrete Members
- 8.3 Torsion in Reinforced Concrete Members
- 8.4 Torsion Plus Shear
- 8.5 ACI Code Provisions for Torsion Design
- References
- Problems
- Chapter 9 Short Columns
- 9.1 Introduction: Axial Compression
- 9.2 Transverse Ties and Spirals
- 9.3 Compression Plus Bending of Rectangular Columns
- 9.4 Strain Compatibility Analysis and Interaction Diagrams
- 9.5 Balanced Failure
- 9.6 Distributed Reinforcement
- 9.7 Unsymmetrical Reinforcement
- 9.8 Circular Columns
- 9.9 ACI Code Provisions for Column Design
- 9.10 Design Aids
- 9.11 Biaxial Bending
- 9.12 Load Contour Method
- 9.13 Reciprocal Load Method
- 9.14 Computer Analysis for Biaxial Bending of Columns
- 9.15 Bar Splicing in Columns and Ties Near Beam-Column Joints
- 9.16 Transmission of Column Loads through Floor Systems
- 9.17 Shear in Columns
- References
- Problems
- Chapter 10 Slender Columns
- 10.1 Introduction
- 10.2 Concentrically Loaded Columns
- 10.3 Compression Plus Bending
- 10.4 ACI Criteria for Slenderness Effects in Columns
- 10.5 ACI Criteria for Nonsway vs. Sway Structures
- 10.6 ACI Moment Magnifier Method for Nonsway Frames
- 10.7 ACI Moment Magnifier Method for Sway Frames
- 10.8 Second-Order Analysis for Slenderness Effects
- References
- Problems
- Chapter 11 Analysis, Idealization, and Preliminarily Design of Reinforced Concrete Beams and Frames
- 11.1 Continuity
- 11.2 Loading
- 11.3 Simplifications in Frame Analysis
- 11.4 Methods for Elastic Analysis
- 11.5 Idealization of the Structure
- 11.6 Preliminary Design and Guidelines for Proportioning Members
- 11.7 Approximate Analysis
- 11.8 ACI Moment Coefficients
- 11.9 Limit Analysis
- 11.10 Conclusion
- References
- Problems
- Chapter 12 Analysis and Design of One-Way Slabs
- 12.1 Types of Slabs
- 12.2 Design of One-Way Slabs
- 12.3 Considerations for One-Way Slab Design
- 12.4 Internal Ductwork
- Reference
- Problems
- Chapter 13 Analysis and Design of Two-Way Slabs
- 13.1 Two-Way Edge-Supported Slabs
- 13.2 Two-Way Column-Supported Slabs
- 13.3 Flexural Reinforcement for Column-Supported Slabs
- 13.4 Depth Limitations of the ACI Code
- 13.5 Direct Design Method
- 13.6 Equivalent Frame Method
- 13.7 Shear Design in Flat Plates and Flat Slabs
- 13.8 Transfer of Moments at Columns
- 13.9 Transfer Column Loads through Slabs
- 13.10 Openings in Slabs
- 13.11 Deflection Calculations
- 13.12 Analysis for Horizontal Loads
- References
- Problems
- Chapter 14 Walls
- 14.1 Introduction
- 14.2 General Design Considerations
- 14.3 Simplified Design Method for Axial Load and Out-of-Plane Moment
- 14.4 Alternative Method for Out-of-Plane Slender Wall Analysis
- 14.5 Shear Walls
- References
- Problems
- Chapter 15 Footings and Foundations
- 15.1 Types and Functions
- 15.2 Spread Footings
- 15.3 Design Factors
- 15.4 Loads, Bearing Pressures, and Footing Size
- 15.5 Wall Footings
- 15.6 Column Footings
- 15.7 Combined Footings
- 15.8 Two-Column Footings
- 15.9 Strip, Grid, and Mat Foundations
- 15.10 Deep Foundations
- References
- Problems
- Chapter 16 Retaining Walls
- 16.1 Function and Types of Retaining Walls
- 16.2 Earth Pressure
- 16.3 Earth Pressure for Common Conditions of Loading
- 16.4 External Stability
- 16.5 Basis of Structural Design
- 16.6 Drainage and Other Details
- 16.7 Example: Design of a Gravity Retaining Wall
- 16.8 Example: Design of a Cantilever Retaining Wall
- 16.9 Counterfort Retaining Walls
- 16.10 Precast Retaining Walls
- References
- Problems
- Chapter 17 Strut-and-Tie Method
- 17.1 Introduction
- 17.2 Development of the Strut-and-Tie Method
- 17.3 Strut-and-Tie Design Methodology
- 17.4 ACI Provisions for the Strut-and-Tie Method
- 17.5 Applications
- References
- Problems
- Chapter 18 Design of Reinforcement at Joints
- 18.1 Introduction
- 18.2 Beam-Column Joints
- 18.3 Strut-and-Tie Method for Joint Behavior
- 18.4 Beam-to-Girder Joints
- 18.5 Ledge Girders
- 18.6 Corners and T Joints
- 18.7 Brackets and Corbels
- References
- Problems
- Chapter 19 Concrete Building Systems
- 19.1 Introduction
- 19.2 Floor and Roof Systems
- 19.3 Precast Concrete for Buildings
- 19.4 Diaphragms
- 19.5 Engineering Drawings for Buildings
- References
- Chapter 20 Seismic Design
- 20.1 Introduction
- 20.2 Structural Response
- 20.3 Seismic Loading Criteria
- 20.4 ACI Provisions for Earthquake-Resistant Structures
- 20.5 ACI Provisions for Special Moment Frames
- 20.6 ACI Provisions for Special Structural Walls, Coupling Beams, Diaphragms, and Trusses
- 20.7 ACI Provisions for Shear Strength
- 20.8 ACI Provisions for Intermediate Moment Frames
- References
- Problems
- Chapter 21 Anchoring to Concrete
- 21.1 Introduction
- 21.2 Behavior of Anchors
- 21.3 Concrete Breakout Capacity
- 21.4 Anchor Design
- 21.5 ACI Code Provisions for Concrete Breakout Capacity
- 21.6 Steel Strength
- 21.7 Concrete Breakout Capacity of Single Cast-In and Post-Installed, Undercut, and Screw Anchors
- 21.8 Pullout Strength of Anchors
- 21.9 Side-Face Blowout
- 21.10 Pryout of Anchors
- 21.11 Combined Shear and Normal Force
- 21.12 Anchor Reinforcement
- 21.13 Adhesive Anchors
- 21.14 Screw Anchors
- 21.15 Earthquake Design
- 21.16 Shear Lug Attachments
- References
- Problems
- Chapter 22 Prestressed Concrete
- 22.1 Introduction
- 22.2 Effects of Prestressing
- 22.3 Sources of Prestress Force
- 22.4 Prestressing Steels
- 22.5 Concrete for Prestressed Construction
- 22.6 Elastic Flexural Analysis
- 22.7 Flexural Strength
- 22.8 Partial Prestressing
- 22.9 Flexural Design Based on Concrete Stress Limits
- 22.10 Shape Selection
- 22.11 Tendon Profiles
- 22.12 Flexural Design Based on Load Balancing
- 22.13 Loss of Prestress
- 22.14 Shear, Diagonal Tension, and Web Reinforcement
- 22.15 Transfer Length and Development Length
- 22.16 Anchorage Zone Design
- 22.17 Deflection
- 22.18 Crack Control for Class C Flexural Members
- References
- Problems
- Chapter 23 Yield Line Analysis for Slabs
- 23.1 Introduction
- 23.2 Upper and Lower Bound Theorems
- 23.3 Rules for Yield Lines
- 23.4 Analysis by Segment Equilibrium
- 23.5 Analysis by Virtual Work
- 23.6 Orthotropic Reinforcement and Skewed Yield Lines
- 23.7 Special Conditions at Edges and Corners
- 23.8 Fan Patterns at Concentrated Loads
- 23.9 Limitations of Yield Line Theory
- References
- Problems
- Chapter 24 Strip Method for Slabs
- 24.1 Introduction
- 24.2 Basic Principles
- 24.3 Choice of Load Distribution
- 24.4 Rectangular Slabs
- 24.5 Fixed Edges and Continuity
- 24.6 Unsupported Edges
- 24.7 Slabs with Holes
- 24.8 Advanced Strip Method
- 24.9 Comparisons of Yield Line and Strip Methods for Slab Analysis and Design
- References
- Problems
- Appendix A Design Aids
- Appendix B SI Conversion Factors: Inch-Pound Units to SI Units
- Author Index
- Subject Index
UM RAFBÆKUR Á HEIMKAUP.IS
Bókahillan þín er þitt svæði og þar eru bækurnar þínar geymdar. Þú kemst í bókahilluna þína hvar og hvenær sem er í tölvu eða snjalltæki. Einfalt og þægilegt!Rafbók til eignar
Rafbók til eignar þarf að hlaða niður á þau tæki sem þú vilt nota innan eins árs frá því bókin er keypt.
Þú kemst í bækurnar hvar sem er
Þú getur nálgast allar raf(skóla)bækurnar þínar á einu augabragði, hvar og hvenær sem er í bókahillunni þinni. Engin taska, enginn kyndill og ekkert vesen (hvað þá yfirvigt).
Auðvelt að fletta og leita
Þú getur flakkað milli síðna og kafla eins og þér hentar best og farið beint í ákveðna kafla úr efnisyfirlitinu. Í leitinni finnur þú orð, kafla eða síður í einum smelli.
Glósur og yfirstrikanir
Þú getur auðkennt textabrot með mismunandi litum og skrifað glósur að vild í rafbókina. Þú getur jafnvel séð glósur og yfirstrikanir hjá bekkjarsystkinum og kennara ef þeir leyfa það. Allt á einum stað.
Hvað viltu sjá? / Þú ræður hvernig síðan lítur út
Þú lagar síðuna að þínum þörfum. Stækkaðu eða minnkaðu myndir og texta með multi-level zoom til að sjá síðuna eins og þér hentar best í þínu námi.
Fleiri góðir kostir
- Þú getur prentað síður úr bókinni (innan þeirra marka sem útgefandinn setur)
- Möguleiki á tengingu við annað stafrænt og gagnvirkt efni, svo sem myndbönd eða spurningar úr efninu
- Auðvelt að afrita og líma efni/texta fyrir t.d. heimaverkefni eða ritgerðir
- Styður tækni sem hjálpar nemendum með sjón- eða heyrnarskerðingu
- Gerð : 208
- Höfundur : 15157
- Útgáfuár : 2020
- Leyfi : 379