| Description |
x, 302 pages : illustrations (some color) ; 29 cm |
| Contents |
Contents note continued: 11-6.Alternative Methods of Elastic Analysis: Load Balancing Method -- 11-7.Flexural Strength Analysis -- 11-8.Notes on Prestressed Concrete Design -- References -- Problems -- ch. 12 Concrete Formwork -- 12-1.Introduction -- 12-2.Formwork Requirements -- 12-3.Formwork Materials and Accessories -- 12-4.Loads and Pressures on Forms -- 12-5.The Design Approach -- 12-6.Design of Formwork for Slabs -- 12-7.Design of Formwork for Beams -- 12-8.Wall Form Design -- 12-9.Forms for Columns -- References -- Problems -- ch. 13 Detailing Reinforced Concrete Structures -- 13-1.Introduction -- 13-2.Placing or Shop Drawings -- 13-3.Marking Systems and Bar Marks -- 13-4.Schedules -- 13-5.Fabricating Standards -- 13-6.Bar Lists -- 13-7.Extras -- 13-8.Bar Supports and Bar Placement -- 13-9.Computer Detailing -- References -- ch. 14 Practical Considerations in the Design of Reinforced Concerete Buildings -- |
|
Contents note continued: 14-1.Rules of Thumb and Practical Considerations for Reinforced Concrete Design -- 14-2.Approximate Moments and Shears in Girders -- 14-3.Strengthening and Rehabilitation of Existing Reinforced Concrete Structures -- 14-4.Student Design Project Problem -- References -- APPENDIX A TABLES AND DIAGRAMS -- APPENDIX B SUPPLEMENTARY AIDS AND GUIDELINES -- B-1.Accuracy for Computations For Reinforced Concrete -- B-2.Flow Diagrams -- APPENDIX C METRICATION -- C-1.The International System of Units (SI) -- C-2.SI Style and Usage -- C-3.Conversion Factors -- References -- APPENDIX D ANSWERS TO SELECTED PROBLEMS |
|
Contents note continued: 2-14.Rectangular Beam Design for Moment (Tension Reinforcement Only) -- 2-15.Summary of Procedure for Rectangular Reinforced Concrete Beam Design for Moment (Tension Reinforcement Only) -- 2-16.Design of One-Way Slabs for Moment (Tension Reinforcement Only) -- 2-17.Summary of Procedure for Design of One-Way Slabs for Moment (to Satisfy ACI Minimum h) -- 2-18.Slabs on Ground -- References -- Problems -- ch. 3 Reinforced Concrete Beams: T-Beams and Doubly Reinforced Beams -- 3-1.T-Beams: Introduction -- 3-2.T-Beam Analysis -- 3-3.Analysis of Beams Having Irregular Cross Sections -- 3-4.T-Beam Design (for Moment) -- 3-5.Summary of Procedure for Analysis of T-Beams (for Moment) -- 3-6.Summary of Procedure for Design of T-Beams (for Moment) -- 3-7.Doubly Reinforced Beams: Introduction -- 3-8.Doubly Reinforced Beam Analysis for Moment (Condition I) -- 3-9.Doubly Reinforced Beam Analysis for Moment (Condition II) -- |
|
Contents note continued: 3-10.Summary of Procedure for Analysis of Doubly Reinforced Beams (for Moment) -- 3-11.Doubly Reinforced Beam Design for Moment -- 3-12.Summary of Procedure for Design of Doubly Reinforced Beams (for Moment) -- 3-13.Additional Code Requirements for Doubly Reinforced Beams -- Problems -- ch. 4 Shear in Beams -- 4-1.Introduction -- 4-2.Shear Reinforcement Design Requirements -- 4-3.Shear Analysis Procedure -- 4-4.Stirrup Design Procedure -- 4-5.Torsion of Reinforced Concrete Members -- Problems -- ch. 5 Development, Splices, and Simple-Span Bar Cutoffs -- 5-1.Development Length: Introduction -- 5-2.Development Length: Tension Bars -- 5-3.Development Length: Compression Bars -- 5-4.Development Length: Standard Hooks in Tension -- 5-5.Development of Web Reinforcement -- 5-6.Splices -- 5-7.Tension Splices -- 5-8.Compression Splices -- 5-9.Simple-Span Bar Cutoffs and Bends -- 5-10.Code Requirements for Development of Positive Moment Steel at Simple Supports -- |
|
Contents note continued: Problems -- ch. 6 Continuous Construction Design Considerations -- 6-1.Introduction -- 6-2.Continuous-Span Bar Cutoffs -- 6-3.Design of Continuous Floor Systems -- Problems -- ch. 7 Serviceability -- 7-1.Introduction -- 7-2.Deflections -- 7-3.Calculation of Icr -- 7-4.Immediate Deflection -- 7-5.Long-Term Deflection -- 7-6.Deflections for Continuous Spans -- 7-7.Crack Control -- Problems -- ch. 8 Walls -- 8-1.Introduction -- 8-2.Lateral Forces on Retaining Walls -- 8-3.Design of Reinforced Concrete Cantilever Retaining Walls -- 8-4.Design Considerations for Bearing Walls -- 8-5.Design Considerations for Basement Walls -- 8-6.Shear Walls -- Problems -- ch. 9 Columns -- 9-1.Introduction -- 9-2.Strength of Reinforced Concrete Columns: Small Eccentricity -- 9-3.Code Requirements Concerning Column Details -- 9-4.Analysis of Short Columns: Small Eccentricity -- 9-5.Design of Short Columns: Small Eccentricity -- |
|
Contents note continued: 9-6.Summary of Procedure for Analysis and Design of Short Columns with Small Eccentricities -- 9-7.The Load-Moment Relationship -- 9-8.Columns Subjected to Axial Load at Large Eccentricity -- 9-9.φ Factor Considerations -- 9-10.Analysis of Short Columns: Large Eccentricity -- 9-11.The Slender Column -- References -- Problems -- ch. 10 Footings -- 10-1.Introduction -- 10-2.Wall Footings -- 10-3.Wall Footings Under Light Loads -- 10-4.Individual Reinforced Concrete Footings for Columns -- 10-5.Square Reinforced Concrete Footings -- 10-6.Rectangular Reinforced Concrete Footings -- 10-7.Eccentrically Loaded Footings -- 10-8.Combined Footings -- 10-9.Cantilever or Strap Footings -- Problems -- ch. 11 Prestressed Concrete Fundamentals -- 11-1.Introduction -- 11-2.Design Approach and Basic Concepts -- 11-3.Stress Patterns in Prestressed Concrete Beams -- 11-4.Prestressed Concrete Materials -- 11-5.Analysis of Rectangular Prestressed Concrete Beams -- |
|
ch. 1 Materials and Mechanics Of Bending -- 1-1.Concrete -- 1-2.The ACI Building Code -- 1-3.Cement and Water -- 1-4.Aggregates -- 1-5.Concrete in Compression -- 1-6.Concrete in Tension -- 1-7.Reinforcing Steel -- 1-8.Beams: Mechanics of Bending Review -- References -- Problems -- ch. 2 Rectangular Reinforced Concrete Beams and Slabs: Tension Steel Only -- 2-1.Introduction -- 2-2.Analysis and Design Method -- 2-3.Behavior Under Load -- 2-4.Strength Design Method Assumptions -- 2-5.Flexural Strength of Rectangular Beams -- 2-6.Equivalent Stress Distribution -- 2-7.Balanced, Brittle, and Ductile Failure Modes -- 2-8.Ductility Requirements -- 2-9.Strength Requirements -- 2-10.Rectangular Beam Analysis for Moment (Tension Reinforcement Only) -- 2-11.Summary of Procedure for Rectangular Beam Analysis for ΦMn (Tension Reinforcement Only) -- 2-12.Slabs: Introduction -- 2-13.One-Way Slabs: Analysis for Moment -- |
| Notes |
Previous edition: George F. Limbrunner named first |
|
Revision of: Reinforced concrete design / George F. Limbrunner, Abi O. Aghayere. 7th ed. 2010 |
| Bibliography |
Includes bibliographical references and index |
| Subject |
Reinforced concrete.
|
| Author |
Limbrunner, George F., author
|
| LC no. |
2013942026 2013019031 |
| ISBN |
0132859297 (alk. paper) |
|
9780132859295 (alk. paper) |
|
