Reinforced Concrete Vol. II By Dr. H. J. Shah
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By Dr. H. J. Shah
8th Edition
ISBN : 9789385039492
Binding : Paperback
Pages : 000 + 00 = 000
Size (mm) : 00 × 00 × 000
Weight : 000 g
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Description
Synopsis OF REINFORCED CONCRETE VOLUME II
This volume includes two major topics namely Multi-storeyed buildings and Water tanks. During last three years very important revisions are made in IS codes like IS:875 Part III, IS:1893 Part I, IS:3370 Parts I to IV, IS:13920, etc. These changes have forced me to entirely revise the existing chapters. Manual calculations are given due importance. In this modern designing world, excel calculations are termed as manual. The subject matter is arranged in two major topics as follows:
PART I: MULTI-STOREYED BUILDINGS:
Analysis and design of medium rise buildings have been treated in details. The manual calculations are given sole importance. It is believed that once manual calculations are understood fundamentally, it will be easy to understand complicated programs run by the computer.
The subject matter starts with building fundamentals and overview of analysis and design for gravity loads. Next, the deformations of RCC building are attended since lateral loads are becoming more important with height of the building. The analysis of building for horizontal loads being dynamic, the building dynamics is treated in brief. A thorough discussion on lateral loads like wind and earthquake. Manual calculation of these loads is described with special attention to response spectrum method. The code has made it mandatary to use response spectrum method. An excellent explanation using excel software of the method is treated. Latest ductility provisions as per IS: 13920 are included and lucidly discussed in details. To properly grasp the analysis and design of multi-storeyed buildings, a seven storeyed unbraced building is analysed and typical members are designed with manual (including excel) calculations. Ordinary and special isolated shear walls are treated in details. The design work is carried out by using manual (excel) methods.
PART II WATER TANKS (LIMIT STATE METHOD):
Fundamentals of liquid retaining structures are treated in lucid way. Using limit state method, designs are treated for individual members like cantilever wall subjected to flexure, Base slab of an elevated tank, and side wall of a container subjected to flexure and tension. The members are designed step by step considering professional designs. Circular tanks resting on ground are professionally discussed in details. A design of 10 ML USR is presented. Rectangular tanks resting on ground are solved by using approximate methods. A step by step treatment to the calculation of earthquake forces as per IS:1893-Part II is presented for ground supported and elevated tanks. The elevated circular, square and intze tanks of small size are completely analysed (including earthquake forces), designed and detailed. A number of short questions are framed and answered from each of the chapters to clear basic fundaments of the subject.
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Content
1 : CIRCULAR SLABS
2 : RIBBED SLABS AND WAFFLE SLABS
3 : FLAT SLABS
4 : DOMES
5 : DEEP BEAMS AND CORBELS
6 : BEAMS CURVED IN PLAN
7 : GRID OR COFFERED FLOORS
8 : CIRCULAR RAFT FOUNDATIONS
9 : MULTI-STOREYED BUILDINGS: FUNDAMENTALS
10 : ANALYSIS AND DESIGN FOR GRAVITY LOADS: AN
OVERVIEW
11 : LATERAL LOADS
12 : ANALYSIS FOR LATERAL LOADS
13 : DUCTILITY CONSIDERATIONS
14 : UNBRACED BUILDING DESIGN EXAMPLE – I
15 : UNBRACED BUILDING DESIGN EXAMPLE – II
16 : WALLS IN BUILDINGS
17 : WATER TANKS: FUNDAMENTALS
18 : CIRCULAR TANKS
19 : RECTANGULAR TANKS
20 : ELEVATED WATER TANKS
21 : INTZE TANK
22 : ELEMENTS OF PRESTRESSED CONCRETE
APPENDIX A : SHORT QUESTIONS WITH ANSWERS
APPENDIX B : USEFUL TABLES
INDEX
Details Content
Chapter 1 CIRCULAR SLABS
1-1. Introductory
1-2. Analysis
EXAMPLES I
Chapter 2 RIBBED SLABS AND WAFFLE SLABS
RIBBED SLABS
2-1. Introductory
2-2. Proportioning the dimensions
2-3. Analysis and design procedure
WAFFLE SLABS
2-4. Two-way spanning ribbed slabs: Waffle slabs
EXAMPLES II
Chapter 3 FLAT SLABS
3-1. Introductory
3-2. Column and middle strips
3-3. Proportioning of flat slab elements
3-4. Design methods for flat slabs
DIRECT DESIGN METHOD (D.D.M.)
3-5. Total design moment
3-6. Distribution of moments in slabs
3-7. Effect of pattern loading
3-8. Transfer of floor loads into columns
3-9. Design for shear
3-10. Provision of reinforcement
3-11. Moments in columns
EXAMPLES III
Chapter 4 DOMES
4-1. Introductory
4-2. Stresses in domes
4-3. Formulae for forces in spherical domes
4-4. Design of a spherical dome
4-5. Working stress method of design
4-6. Formulae for forces in conical domes
EXAMPLES IV
Chapter 5 DEEP BEAMS AND CORBELS
5-1. Introduction
DEEP BEAMS
5-2. Definitions
5-3. Design and details of reinforcements
CORBELS
5-4. Corbels
5-5. Shear friction
5-6. Corbel dimensions
5-7. Design of a corbel
EXAMPLES
Chapter 6 BEAMS CURVED IN PLAN
6-1. Introductory
6-2. Circular beam
6-3. Circular arc fixed at ends
6-4. Design of beams curved in plan
EXAMPLES VI
Chapter 7 GRID OR COFFERED FLOORS
7-1. Introduction
7-2. Analysis of grid floors
7-3. Plate theory
EXAMPLES VII
Chapter 8 CIRCULAR RAFT FOUNDATIONS
8-1. Introduction
ANNULAR RAFT
8-2. Soil design of an annular raft
8-3. Formulae for annular raft
SOLID RAFT
8-5. Solid raft
EXAMPLES VIII
Chapter 9 MULTI-STOREYED BUILDINGS: FUNDAMENTALS
9-1. Contributing factors to multi-storeyed buildings
9-2. Nomenclatures
9-3. Loads on multi-storeyed buildings
9-4. Load combinations
9-5. Role of the floor diaphragm
9-6. Shear walls
9-7. Unbraced, braced and dual structures
9-8. Structural systems
9-9. Low rise, medium rise and tall buildings
9-10. Structural layout
9-11. Analysis, design and detailing (ADD)
9-12. Distinguishing factors to design of tall buildings
EXAMPLE IX
Chapter 10 ANALYSIS AND DESIGN FOR GRAVITY LOADS:
AN OVERVIEW
10-1. Introduction
10-2. Calculation of gravity loads
10-3. Area method
10-4. Beam reaction method
10-5. Live load reduction
10-6. Column load calculations
10-7. Gravity load analysis
10-8. Important analysis parameters
10-9. Design of floor
10-10. Analysis and design of columns
10-11. Tie beams and ground beams
10-12. Footings
10-13. Computer methods
10-14. Conclusion
EXAMPLE X
Chapter 11 LATERAL LOADS
11-1. Introductory
11-2. Centre of mass and centre of rigidity
WIND LOADS
11-3. Wind loads
11-4. Wind pressure on buildings
11-5. Wind loads on buildings
EARTHQUAKE LOADS
11-6. The earthquake
11-7. Interior of the earth
11-8. Tectonic plates
11-9. Causes and occurrence of an earthquake
11-10. Terminology
11-11. Measurement of ground motion
11-12. Magnitude of earthquake
11-13. Intensity of earthquake (Damage Potential)
11-14. Ground accelerations
11-15. Behaviour of buildings during earthquakes
11-16. Important parameters
11-17. General seismic analysis and design principles
11-18. Seismic weight
11-19. Methods of analysis for earthquake forces
11-20. Fundamental natural period
11-21. Design spectrum
11-22. Response reduction factor (R)
11-23. Soil types
11-24. Importance factor
11-25. Determination of lateral seismic forces using static analysis
QUESTIONS XI
EXAMPLE XI
Chapter 12 ANALYSIS FOR LATERAL LOADS
12-1. Introduction
12-2. Accidental eccentricity
12-3. Design eccentricity
12-4. Distribution of lateral forces to vertical lateral load resisting
elements
12-5. First order lateral displacements: Storey drift
12-6. Displacements due to rotation of columns and girders
12-7. Lateral stiffness of the storey
12-8. Displacement due to cantilever action of the space frame
12-9. P-Delta effect: Stability index
12-10. Analysis of building for lateral loads
12-11. Analysis of a frame subjected to wind or earthquake loads
12-12. The portal method
12-13. The cantilever method
12-14. Closure
QUESTIONS XII
EXAMPLE XII
Chapter 13 DUCTILITY CONSIDERATIONS
13-1. Introductory
13-2. Capacity design concept
13-3. Strong beam-weak column verses strong column weak beam
design
13-4. Material requirements
13-5. Flexural members
13-6. Columns and frame members subjected to bending and axial
loads
13-7. Design of transverse reinforcements for ductile column
QUESTIONS XIII
EXAMPLE XIII
Chapter 14 UNBRACED BUILDING DESIGN EXAMPLE – I
14-1. Requirements of the example
14-2. Global and local axes
EXAMPLE XIV
Chapter 15 UNBRACED BUILDING DESIGN EXAMPLE – II
15-1. Design of the building
15-2. Design of typical floor
15-3. Design data for columns
15-4. Design of columns
15-5. Design of ground beams
15-6. Design of footings
15-7. Closure
EXAMPLE XV
Chapter 16 WALLS IN BUILDINGS
16-1. Introductory
REINFORCED CONCRETE WALLS
16-2. Classification of walls
16-3. Effective height of walls
16-4. Minimum thickness of the wall
DESIGN OF ORDINARY SHEAR WALLS
16-5. Reinforcements in wall
16-6. Calculation of axial loads and eccentricity
16-7. Design axial strength of a braced wall
16.8. Walls subjected to in-plane axial loads and moments
EXERCISE XVI
Chapter 17 WATER TANKS: FUNDAMENTALS
17-1. Introductory
17-2. Special considerations
17-3. Special requirements
17-4. Control joints
17-5. Fundamentals of R.C.C. design of elements: Working stress
method
17-6. Minimum reinforcement
17-7. Members subjected to axial tension only
17-8. Members subjected to B.M. only
17-9. Members subjected to combined axial tension and bending
moment
EXAMPLES XVII
Chapter 18 CIRCULAR TANKS
18-1. Introductory
18-2. Circular tanks with flexible joint at the base
18-3. Analysis of circular tanks
DESIGN OF AN UNDERGROUND STORAGE RESERVOIR
(USR)
18-4. Introductory
18-5. Cover slab or dome
18-6. Side walls
18-7. Side wall footing
18-8. Base slab
EXAMPLES XVIII
Chapter 19 RECTANGULAR TANKS
19-1. Behaviour and design
EXAMPLES XIX
Chapter 20 ELEVATED WATER TANKS
20-1. Introductory
20-2. Design of elevated tanks
EXAMPLES XX
Chapter 21 INTZE TANK
21-1. Introduction
21-2. Analysis and design
EXAMPLE XXI
Chapter 22 ELEMENTS OF PRESTRESSED CONCRETE
22-1. Introduction
22-2. Methods of prestressing
22-3. Advantages and disadvantages of prestressed concrete
22-4. Materials used for prestressed concrete
22-5. Prestressing applied to rectangular beams: Stress calculations
22-6. Sloping tendon
22-7. Losses in prestress
22-8. Closure
QUESTIONS XXII
EXAMPLES XXII
Appendix A SHORT QUESTIONS WITH ANSWERS
Appendix B USEFUL TABLES
Index
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