The book is in two volumes.

First Volume
The first volume presents a systematic and step-by-step approach to the physical and mechanical properties of concrete, reinforcing steel, and reinforced concrete, along with the experimental basis for the strength theory of reinforced concrete. Ample space is devoted to the design principles of reinforced concrete members used in industrial and civil buildings. Attention is also given to the calculation techniques for engineering and economic evaluation of structures.

Second Volume
The second volume, set aside for Soviet practice in the design of reinforced concrete buildings and structures, introduces the reader to the design of bearing-wall and skeleton types of construction, floors, frames, foundations, and other structures.

Translated from the Russian by Alexander Kuznetsov

Volume 1 Reinforced Concrete Strength and Members

You can get the book here and here

Volume 2 Structures Design Of Buildings And Structures

You can get the book here and here

Many thanks to Vikram for getting this book to us.

 

 

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Contents

 

Book 1
Preface ………………………………………………………………………… 7
List of Symbols ………………………………………………………………. 9
Introduction ………………………………………………………………… 11
Chapter I: Main Physical and Mechanical Properties of Concrete, Reinforcing Steel and Reinforced Concrete
1.1. Concrete …………………………………………………………………. 19
1.2. Reinforcing Steel ……………………………………………………… 41
1.3. Reinforced Concrete ………………………………………………… 55
Chapter II: Experimental Basis for the Strength Theory of Reinforced Concrete and Methods of Structural Design
2.1. Experimental Data About the Behaviour of Reinforced Concrete Members under Load ………………………………………………………………… 74
2.2. Elastic Design ………………………………………………………….. 78
2.3. Plastic or Collapse Design ………………………………………… 79
2.4. Limit-State Design of Reinforced Concrete ………………….. 82
2.5. Prestress in Steel and Concrete ………………………………….. 95
2.6. Ultimate Depth of Compression Zone and Limiting Percentage of Reinforcement …………………………………………….. 107
Chapter III: Members in Bending
3.1. Constructional Features …………………………………………… 113
3.2. Normal-Section Strength Analysis of Members with Arbitrary Cross Section ………………………………………………. 123
3.3. Normal-Section Strength Analysis of Rectangular and T-Beams …………………………………………………….. 127
3.4. Normal-Section Strength Analysis of Members in Biaxial Bending ……………………………………………… 137
3.5. Normal-Section Strength Analysis of Members with Stiff Reinforcement ……………………………………… 141
3.6. Inclined-Section Shear Strength Analysis ……………………. 144
3.7. Constructional Features Ensuring Bending Moment Strength for Inclined Sections ………………………………………… 153
3.8. Inclined-Section Analysis of Members with Encased Steel Beams ……………………………………………………. 157
Chapter IV: Members in Compression
4.1. Constructional Features …………………………………………… 159
4.2. Accidental Eccentricity Design …………………………………. 164
4.3. Design of Members of an Arbitrary Symmetrical Cross Section Eccentrically Compressed in the Plane of Symmetry ………………………………………………………………….. 167
4.4. Design of Eccentrically Loaded Rectangular Members ….. 172
4.5. Design of T- and I-Section Members …………………………. 178
4.6. Design of Circular Members ……………………………………. 180
4.7. Members in Biaxial Eccentrical Compression ……………… 182
4.8. Tied and Spiral Compression Members ………………………. 186
4.9. Compression Members with Load-Bearing Reinforcement …………………………………………………………. 190
Chapter V: Members in Tension
5.1. Constructional Features ………………………………………….. 194
5.2. Strength Analysis of Members in Axial Tension ………….. 196
5.3. Strength Analysis of Symmetrical Members Subjected to Eccentrical Tension in the Plane of Symmetry ………….. 197
Chapter VI: Members in Combined Bending and Torsion
6.1. General …………………………………………………………………… 200
6.2. Design of Rectangular Members ………………………………. 202
Chapter VII: Crack Resistance and Deflection of Reinforced Concrete Members
7.1. Incipient-Cracking Resistance of Members in Axial Tension …………………………………………………………………… 207
7.2. Incipient-Cracking Resistance of Members in Bending, Eccentrical Compression and Eccentrical Tension ………… 208
7.3. Crack-Opening Resistance: General ……………………………. 219
7.4. Crack-Opening Resistance of Members in Axial Tension …………………………………………………………………… 220
7.5. Crack-Opening Resistance of Members in Bending, Eccentrical Compression and Eccentrical Tension …………………………………………………………………… 225
7.6. Curvature of the Deflected Axis and Stiffness of Reinforced Concrete Members in Bending ……………………….. 234
7.7. Effect of Incipient Cracking in Concrete of Compression Zone of Prestressed Members ……………………………………. 241
Chapter VIII: Dynamic Resistance of Reinforced Concrete
8.1. Vibration of Members ……………………………………………. 248
8.2. Dynamic Limit-State Analysis of Structural Members …… 254
Chapter IX: Design of Reinforced Concrete Products for Minimum Cost
9.1. Cost Relationships for Reinforced Concrete Products …… 260

9.2. Reference Data ……………………………………………………… 262

9.3. Design of R.C. Members for Minimum Cost ………………. 263

Index ………………………………………………………………………. 270

 

Book 2

Chapter I. General Principles of Economical Design for Reinforced Concrete Buildings

1.1. Principles of Layout for Reinforced Concrete Structures

1.2. Principles of Design of Precast Members

Chapter II. Floor Design

2.1. Basic Floor Types

2.2. Slab and Girder Construction

2.3. In-Situ Beam and Girder Construction

2.4. In-Situ Ribbed-Slab Floor with Slabs Spanning in Two Directions

2.5. Precast/In-Situ Beam and Girder Construction

2.6. Flat-Slab Construction

Chapter III. Reinforced Concrete Foundations

3.1. General

3.2. Column Footings

3.3. Strip Footings

3.4. Mat Footings

3.5. Foundations for Machines Inducing Dynamic Loads

Chapter IV. Design of One-Storey Industrial Buildings

4.1. Construction Types

4.2. Design of Transverse Frame

4.3. Roof Construction

4.4. One-Storey In-Situ Reinforced Concrete Buildings of Skeleton Construction

Chapter V. Thin Shell Roofs

5.1. General

5.2. Constructional Features of Thin Shell Roofs

5.3. Roofs Made of Cylindrical Shells and Prismatic Folded Plates

5.4. Rectangular-Plan Roofs Made of Shells of Positive Gaussian Curvature

5.5. Rectangular-Plan Roofs Made of Shells of Negative Gaussian Curvature

5.6. Domes

5.7. Corrugated Roofs

5.8. Suspended Roofs

Chapter VI. Design of Multi-Storey Buildings of Skeleton and Bearing-Wall Construction

6.1. Design of Multi-Storey Industrial Buildings

6.2. Design of Multi-Storey Civil Buildings

6.3. Design of Multi-Storey Frames

6.4. Design of Multi-Storey Skeleton- and Bearing-Wall-Type Buildings for Lateral Loads

Chapter VII. Design of Engineering Structures

7.1. Engineering Structures for Industrial and Civil Projects

7.2. Circular Tanks

7.3. Rectangular Tanks

7.4. Water Towers

7.5. Bunkers

7.6. Silos

7.7. Retaining Walls

7.8. Underground Conduits and Deeply Buried Structures

Chapter VIII. Reinforced Concrete Structures Intended for Special Conditions

8.1. Design of Earthquake-Resistant Buildings

8.2. Construction Features of Buildings Erected on Permafrost

8.3. Reinforced Concrete Structures for High Service Temperatures

8.4. Reinforced Concrete Structures for Low Sub-Zero Temperatures

8.5. Reinforced Concrete Structures for Corrosive Environments

8.6. Strengthening of Structural Members