# Design of Reinforced Concrete Structures 16th Edition, 3rd Reprint

by V.N. Vazirani, M.M. RatwaniUsually Ships in 3 Days.

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## Book Information

Publisher: | Khanna Publishers |

Published In: | 2009 |

ISBN-10: | 8174092323 |

ISBN-13: | 9788174092328 |

Binding Type: | Paperback |

Weight: | 2.74 lbs |

Pages: | pp. xiii + 1135 + [lxvi] + iii + vi, Figures, Charts, Tables (Some Folded), Graphs (Some Folded), Index, Appendices, References |

The Title "Design of Reinforced Concrete Structures 16th Edition, 3rd Reprint" is written by V.N. Vazirani. This book was published in the year 2009. The ISBN number 8174092323|9788174092328 is assigned to the Paperback version of this title. The book displayed here is a 16th Edition, 3rd Reprint edition. This book has total of pp. xiii + 1135 + [lxvi] + iii + vi (Pages). The publisher of this title is Khanna Publishers. We have about 437 other great books from this publisher. Design of Reinforced Concrete Structures 16th Edition, 3rd Reprint is currently Available with us.

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## Contents

I. INTRODUCTION :

1. Concrete, Reinforced Concrete and Prestressed Concrete

2. Design Considerations

3. Loads

4. Concrete and Reinforced Concrete

5. Advantages of RCC Construction

6. Steel as Reinforcement

7. S.I. Units

8. Formwork

II. SINGLY REINFORCED BEAMS :

1. Introduction

2. Placing of Steel in Reinfoced Concrete Sections

3. Behaviour of Beam Under Gradually Increasing Load

4. Position of Neutral Axis

5.i. Critical and Balanced Section

ii. Under Reinforced Section

iii. Over Reinforced Section

6. Effect of Varying Percentage of Steel on Moment of Resistance

7. General Notes on Design of Beams and Slabs (I.S.I.)

8. Types of Problems

9. Lintels Over-Openings

10. Balanced Section of New Concerte Mixer

11. Balanced Section for Deformed Bars

III. SLABS SPANNING IN ONE DIRECTION :

1. Introduction

2. General Notes on Design of Slabs (I.S.I.)

3. Openings in Slabs

IV. SHEAR, BOND, DEVELOPMENT LENGTH AND ANCHORAGE :

1. Shear in Homogeneous Beams

2. Shear in Reinforced concrete Rectangular Beams

3. Diagonal Tension in RCC Beams

4. Reinforcement for Diagonal Tension

5. Inclined Bars as Shear Reinforcement

6. General Rules on Design of Shear Reinforcement (I.S.I.)

7. Bond

8. Development of Stress in Reinforced and Development Length of Bars

9. Bars Bundled in Contact

10. Anchoring Reinforcing Bras

V. DOUBLY REINFORCED BEAMS :

1. Introduction

2. Design of Doubly Reinforced Sections

3. General Notes on Design of Doubly Reinforced Beams (I.S.I.)

4. Type of Problems

5. Steel Beam Theory

6. Shear in Doubly Reinforced Beams

7. Analysis of Doubly Reinforced Beams by Revised Method

VI. T AND L BEAMS :

1. Introduction

2. Position of N. A. in T-beams

3. Depth of T-beam as a Balanced Section

4. Economical Depth of T-beams

5. Shear and Bond in T-beams

6. Types of Problems

7. Doubly Reinforced T-beams

8. Moment of Resistance T-beam Taking Compression in Rib into Account

9. L-beams

10. General Notes on Design of L-beams (I.S.I.)

11. Doubly Reinforced T-beam Using Revised Theory

12. Economical Depth of T-beams Using High Yield Strength Deformed Bars

VII. AXIALLY LOADED COLUMNS :

1. Introduction

2. Short Column and Long Column

3. Type of Columns

4. Elastic Theory for Design of Columns

5. Permissible Loads as Compression Members

6. General Note on Design of Columns (I.S.I.)

VIII. TWO-WAY REINFORCED SLABS :

1. Introduction

2. Grashoff and Rankine Method for Slab Simply-Supported on Four Edges with Comers not held down and Carrying Uniformly Distributed Loads

3. Slabs Simply Supported on Four Edges with Corners Held down, i.e. Prevented from Lifting and Carrying Uniformly Distributed Loads

4. Slabs fixed on all Four Edges Cayying Uniformly Distributed Loads

5. Slabs with Continuity or Fixity on One, Two or Three Edges and Uniformly Loaded

6. I.S.I. Code Method

7. Rectangular panel with Concetrated Loads M. Pigeaud's Theory

8. General Notes on Design of Two-way Slabs (I.S.I.)

9. Flat Slab-Floors

10. Direct Design Method

11. Equivalent Frames Method

12. Shear in Flat Slab

13. Slab Reinforcement

14. Opening in Flat Slab

15. Bending Moment in Panel with Marginal Beams of Walls

16. Transfer of Bending Moments to Columns

17. Circular Slabs

18. Non-rectangular Slabs

19. Hollow Floors or Ribbed Floors

20. I.S.I. Requirements for Ribbed Hollow Block or Voided Slabs

21. Two-way Ribbed Slabs

IX. COMBINED BENDING AND DIRECT STRESSES :

1. Introduction

2. General Notes on Design of Columns Subjected to Combined Bending and Direct Stresses (I.S.I.)

3. Columns Carrying Loads with Small Eccentricity to that Tension Develops in the Section

4. Columns subjected to Beding about two Axes so that no Tension Develops in the Section

5. Sections Subjected to Large Eccentircity so that Tension is Developed

6. Design of Eccentricity Loaded Columns Based on Average Stress

7. Sections Subjected to Loads with Very Large Eccentricities

8. Section Subjected to Eccentric Tensile Loads

9. Circular Sections Subjected to Eccentric Loads

10. High Yield Strength Deformed Bars

11. Column with Biaxial Bending

X. R.C.C. FOOTINGS AND FOUNDATIONS :

1. Introduciton

2. Types of Foundations

3. General Notes on Design of Foundations (I.S.I.)

4. Footing for Two or More Columns

5. Severe Transverse Forces

6. Continuous Footings

7. Isolated Footings

8. Design of Rectangular Combined Footing

9. Design of Trapezpidal Combined Footing

10. Design of Rib Beam

11. Strap Footings

12. Mat Foundation

13. Pile Foundations

14. Pile Capacity

15. Pile Caps

16. Batter Piles

17. Analytical Method

XI. STAIR CASES :

1. Types of Stair Cases

2. Live Load on Stairs (I.S.I.)

3. General Notes (I.S.I.)

XII. RETAINING WALLS :

1. General

2. Types of Retaining Walls

3. Drainage of Retaining Walls

4. State of Equilibrium in Soil

5. Theories of Earth Pressure

6. Graphical Representation of Coulomb's Theory, Rebhann's Construction

7. Earth Pressure Due to Submerged Soil

8. Earth Pressures in a Braced Trench

9. Surcharge

10. General Design Requirements

11. Choice of Type of Wall

12. Design of Cantilever Retaining Wall

13. Approximate Formula for Base Width

14. Approximate Vase Width of a Retaining Wall from Consideration of Sliding

15. Counterfort Retaining Walls

16. Retaining Wall with Back Anchoring

XIII. DOMES :

1. Introduction

2. Analysis of Spherical Domes of Uniform Thickness

3. Analysis of Conical Domes of Uniform Thickness

4. Cylindrical Vessels with Hemispherical Bottom

5. Cylindrical Vessel with Conical Bottom

XIV. R.C.C. CHIMNEYS :

1. Introduction

2. Stresses in Shafts due to Self-Weight and Wind Pressure

3. Stresses due to Difference of Temperature

4.(a). Stresses due to Difference of Temperature

5.(b. Combined Effect of Wind and Self-load Stresses with Temperature Difference Stresses

6. Stresses in Horizontal Reinforcement due to Temperature Rise

XV. BEAMS CURVED IN PLAN :

1. Introduction

2. Circular Beams Loaded Uniformly and Supported on Symmetrically Placed Columns

3. Semi Circular Beam Simply Supported on Three Supports Equally Spaced

XVI. WATER TANKS :

1. Introduction

2. Design Requirements of Concrete (I.S.I.)

3. Joints in Liquid Relating Structures

4. General Design for Requirements (I.S.I.)

5. Tanks Resting on Grolunds

6. Circular Tank with Flexible Joint at the Base

7. Circular Tanks with Restraint at Base and Roof

8. Approximate Method of Design of Circular Tanks with Fixed Base

9. Rectangular Tanks

10. Underground Tanks

11. Overhead Tanks

12. Elevated Rectangular Tanks

13. Intze-type Tanks

XVII. DESIGN OF AQUEDUCTS AND BOX CULVERTS :

1. Aqueducts

2. Box Culverts

XVIII. PORTALS AND BUILDING FRAMES :

1. Portals Frames

2. Multi-storey Frames

3. Analysis of Building Frames Under Wind Loads and Seismic Forces

4. Kani's Method for Analysis of Frames

XIX. BUNKERS AND SILOR :

1. Introduction

2. Design of Bunkers

3."Silos

XX. FORMWORK :

1. Introduction

2. Requirements for Good Formwork

3. Precautions against Timber Wastage

4. Timber for Formwork

5. Loads and Pressure on Formwork

6. Timber in Joists and Studs

7. Formwork to Columns

8. Spacing of Yokes

9. Beam and Floor Formwork

10. Load on Decking

XXI. SHEET, PILE, PIER AND WHARF STRUCTURES

1. Sheet Pile Structures

2. Cantilever Sheet Piling

3. Anchored Sheet Piles

4. Anchor for Sheet Piles

5. Caisson Foundation

6. Wharves and Piers

7. Design of Wharf and Pier Structures

8. Wharf Supported on Walls and Piles

9. Vertical Forces in Piles due to Horizontal Force of Wharf

10. Bridge Piers

XXII. DETAILING OF R.C.C. STRUCTURES :

1. Introduction

2. Continuous Beams

3. Haunched Beams

4. Columns

5. Crane Gantry Bracket

6. Ties

7. Swimming Pools

8. Portals

9. Joints

10. Expansion Joints

11. Hinges

12. Rocker Bearing

13. Sliding Bearing

14. Reinforced Concrete Walls

15. Reinforced Concrete Shells and Folded Plates

XXIII. COMPOSITE SECTIONS :

1. Composite Beams

2. Width of Slab

3.(i). Propped

(ii). Unpropped

4. Shear Resistance of Connectors

5. Design of Slab

6. Design of Steel Section

7. Timber Concrete Compositive Sections

XXIV. REINFORCED CONCRETE BRIDGES :

1. General

2. Use of Reinforced Concrete Bridges

3. Selection of Type of Bridges

4. Economic Span Length

5. Types of Loading

6. Dead Load

7. Live Load

8. Impact Effect

9. Centrifugal Force

10. Wind Loads

11. Lateral Loads

12. Longitudinal Force

13. Seismic Loads

14. Frictional Resistance of Expansion Bearings

15. Secondary Stresses

16. Temperature Effect

17. Erection Forces and Effects

18. Width of Roadway and Footway

19. Deck Slab Bridges

20. Girder Bridges

21. General Design Requirements

22. Balanced Cantilever Bridges

23. Arch Bridges

24. Bow String Girder Bridges

XXX. PRESTRESSED CONCRETE :

1. Basic Principles

2. Method of Prestressing

3. Pretensioning and Post-Tensioning Comparison

4. Freyssinet Method

5. Magnel Blaton System

6. Assumption in Prestressed Concrete Design

7. Advantages of Prestressed Concrete

8. Losses in Prestress

9. Initial and Final Stress Conditions

10. Cable Zone

11. Design of Sections

12. General Design Requirements

13. Condition at First Crack

14. Ultimate Load Design

15. Shear

16. Vertical Prestressing

17. Diagonal Tension in I-sections

18. End Block

19. Magnel's Method

20. Empirical Method

21. Mild Steel Reinforcement in Prestressed Concrete Member

22. Concrete Cover and Spacing of Prestressing Steel

23. Slender Beams

24. Composite Section

25. Propped

26. Design of Propped Composite Sections

27. Unpropped Composite Sections

28. Two Stage Prestressing

29. Shrinkage Stresses

30. The Joint between Precast and In-situ Concrete

31. Prestressed Dams

32. Prestressed Piles

33. Prestressed Tensioned Members

34. Prestressed Concrete Tanks

XXVI. SUB-STRUCTURE OF BRIDGES :

1. Bed Block

2. Piers

3. Pier Dimensions

4. Design Load for Piers

5. Abutments

6. Design Loads for Abutments

XXVII. SHELL CONSTRUCTION :

1. Shells

2. Approximate Analysis of Circular Cylindrical Shell

XXVIII. FOLDED PLATE CONSTRUCTION :

1. Folded Plate

2. Design Consideration for Folded Plates

3. Analysis of Folded Plates

4. Analysis of Multibay Folded Plates

5. Design of Diaphragm Beam