REINFORCED CONCRETE VOL. II [ELEMENTRY REINFORCED CONCRETE ]
By Dr. H. J. Shah Edition ISBN Size Binding Pages
: 5th Revised and Enlarged Edition : 2008 : 978 - 81 - 85594 - 73 - 6 : 170 mm × 240 mm : Paperback with Four color Jacket Cover : 672 + 20
` 170.00 Charotar
About the book
This volume elucidates the designs of various types of foundation and structures like retaining walls, water tanks,various typs of slabs, multi - storyed buildings formwork, detaining of reinforcements and elements of prestressed concrete, based on latest Indian standards mainly using Limit State Method. A complete multi-storeyed building design example is also included. * * * * * *
Simple, lucid and easy language Professional approach to designs Step-by-step treatment Comprehensive presentation Exposition to practical problems Excellent detailing
This book contains : * 258 * 81 * 86 * 70 * 51
Self explanatory and neat diagrams Fully solved designs/problem Examples for practice Useful tables Short uestions with answers.
It is hoped that the book will satisfy the needs of the students preparing for Degree Examinations in Civil Engineering as well as for professional Examinations conducted by various Boards of Technical Education, It should also be of an immense use to practising Civil/ Strutural Engineers.
CoNteNt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
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DESIGN OF FOUNDATIONS : FUNDAMENTALS ISOLATED FOOTINGS COMBINED FOOTINGS PILE FOUNDATIONS RETAINING WALLS CIRCULAR SLABS FLAT SLABS DOMES WATER WA TER TANKS : FUNDAMENTALS CIRCULAR TANKS RECTANGULAR TANKS MULTI - STOREYED BUILDINGS : FUNDAMENTALS LOAD CALCULATION - II RIBBBED SLABS AND WAFFLE SLABS BEAMS CURVED IN PLAN ELEVATED WATER TANKS INTZE TANK MULTI -STOREYED BUILDING : DESIGN EXAMPLE FORM WORK DETAILING OF REINFORCEMENT ELEMENTS OF PRESTRESS CONCRETE
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2 Chapter 1
: DESIGN OF FOUNDATIONS : FUNDAMENTALS 1-1 Introductory 1-2 Classicationoffoundations 1-3 Aspects of soil design 1-4 General design considerations 1-5 Footing for eccentrically loaded columns Soil design 1-6 Types of footings 1-7 General design considerations 1-8 Concrete pedestal 1-9 Transfer of load at the base of column TABLE 1-1 DEVELOPMENT LENGTHS OF COLUMN BARS EXAMPLES Chapter 2 : ISOLATED FOOTINGS 2-1 Introductory 2-2 Wall footings 2-3 Axially loaded pad footing 2-4 Axially loaded sloped footing 2-5 Eccentrically loaded footings 2-6 Isolated slab and beam type footing 2-7 Resistance to horizontal loads Examples Chapter 3 : COMBINED FOOTINGS 3-1 Combined footings 3-2 Strap footings 3-3 Strip footings TABLE 3-1 CALCULATIONS OF DESIGN FOR FLEXURE TABLE 3-2 THE SHEAR DESIGN CALCULATIONS 3-4 Raft foundation 3-5 Closure Examples Chapter 4 : PILE FOUNDATIONS 4-1 Introductory 4-2 Loads on pile groups TABLE 4-1 TOTAL LOADS IN PILES 4-3 Soil design of a pile 4-4 Structural design of a pile General. Handling Stresses. Main reinforcement. Ties Spreaders (forks) 4-5 Design of a pile cap. General Examples Chapter 5 : RETAINING WALLS 5-1 Introductory 5-2 Types of retaining walls 5-3 Earth pressure on walls 5-4 Calculation of earth pressure 5-5 Earth pressure of submerged soil 5-6 Earth pressure due to surcharge 5-7 Drainage of retaining walls 5-8 Stability reuirements 5-9 Preliminary proportioning of cantilever retaining wall 5-10 Design of a cantilever retaining wall TABLE 5-1 STABILITYCALCULATIONS TABLE 5-2 STABILITY CALCULATIONS 5-11 Counter fort wall 5-12 Stability and design procedure TABLE 5-3 STABILITY CALCULATIONS Examples Chapter 6 : CIRCULAR SLABS 6-1 Introductory 6-2 Analysis Examples
Chapter 7 : FLAT SLABS 7-1 Introductory 7-2 Column and middle strips 7-3 Proportioningofatslabelements 7-4 Limitations of direct design method 7-5 Distribution of moments in slabs 7-6 Effect of pattern loading TABLE 7-1 MINIMUM PERMISSIBLE VALUES OF AC 7-7 Transferofoorloadsintocolumns 7-8 Design for shear 7-9 Provision of reinforcement 7-10 Openingsinatslabs 7-11 Moments in columns TABLE 7-2 REINFORCEMENT ALONG LONG SPAN TABLE 7-3 REINFORCEMENT ALONG SHORT SPAN TABLE 7-4 REINFORCEMENT ALON LONG/SHORT SPAN Examples Chapter 8 : DOMES 8-1 Introductory 8-2 Stresses in domes 8-3 Formulae for forces in spherical domes TABLE 8-1 COEFFICIENTS OF MERIDIONAL AND HOOP FORCES FOR SPHERICAL DOME 8-4 Design of a spherical dome 8-5 Working stress method of design TABLE 8-2 FORCES IN DOME AT DIFFERENT ANGLE q 8-6 Formulae for forces in conicaldomes Examples Chapter 9 : WATER TANKS : FUNDAMENTALS 9-1 Introductory 9-2 Special considerations TABLE 9-1 PERMISSIBLE STRESSEIN STEEL REINFORCEMENT FORSTRENGTH CALCULATIONS TABLE 9-2 PERMISSIBLE CONCRETE STRESSES IN CALCULATIONS ELATING TO RESISTANCE TO CRACKING TABLE 9-3 MINIMUM REINFORCEMENT FOR LIqUID RETAINING STRUCTURES 9-3 Members subjected to axial tension only TABLE 9-4 MINIMUM THICKNESS OF MEMBERS IN DIRECT TENSION (UNCRACKED CONDITION) 9-4 Members subjected to B.M. only TABLE 9-5 MEMBERS IN BENDING COEFFICIENTS FOR BALANCED DESIGN TABLE 9-6 BALANCED DESIGN FACTORS FOR MEMBERS IN BENDING FORM 20 GRADE CONCRETE MIX 9-5 Members subjected to combined axial tension and bending moment Examples Chapter 10 : CIRCULAR TANKS 10-1 Introductory 10-2 Circulartankswithexiblejointatthebase 10-3 Circular tanks with restrained base and roof TABLE 10-1 TENSION IN CIRCULAR RING WALL, FIXED BASE, FREE TOP AND SUBJECT TO TRIANGULAR LOAD TABLE 10-2 MOMENTS IN CYLINDRICAL WALL,FIXED BASE, FREE TOP AND SUBJECT TO TRIANGULAR LOAD TABLE 10-3 SHEAR AT BASE OF CYLINDRICAL WALL TABLE 10-4 TENSION IN CIRCULAR RING WALL, HINGED BASE, FREE TOP AND SUBJECT TO TRIANGULAR LOAD TABLE 10-5 MOMENTS IN CYLINDRICAL WALL, HINGED BASE, FREE TOP AND SUBJECT TO TRAPEZOIDAL LOAD TABLE 10-6 REINFORCEMENT FOR HOOP TENSION TABLE 10-7 REINFORCEMENT FOR BENDING MOMENT EXAMPLES
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3 Chapter 11 : RECTANGULAR TANKS 11-1 Behaviour and design Examples Chapter 12 : MULTI-STOREYED BUILDINGS : FUNDAMENTALS 12-1 Framed buildings 12-2 Loads 12-3 Low-rise, medium rise and tall buildings 12-4 Braced, unbraced and dual structures 12-5 Structural layout 12-6 Analysis 12-7 Gravity loads analysis 12-8 Wind and earthuake load analysis 12-9 Designofoor 12-10 Analysis and design of columns 12-11 Tie beams and ground beams 12-12 Footings 12-13 Computer methods 12-14 Conclusion Chapter 13 : LOAD CALCULATIONS - II 13-1 Introduction, Gravity Loads 13-2 Determining column gravity loads 13-3 Area method 13-4 Beam reaction method TABLE 13-1 COLUMN LOADS (KN) FOR CAL FLOOR 13-5 Live load reduction 13-6 Column load calculations TABLE 13-23 GRAVITY LOADS ON COLUMNS (C5, C8,C9, C12) FOR DL + LL AND DL + LL + WL CASES IN KN TABLE 13-13 GRAVITY LOADS ON COUMNS (C6, C7, C10, C11) FOR DL + LL AND DL + LL +WL CASES IN KN TABLE 13-4 DL + LL FOR EARTH qUAKE CALCULATIONS (C5, C8,C9,C12) IN KN TABLE 13-5 DL + LL FOR EARTHqUAKE CALCULATIONS (C6,C7, C10,C11) IN KN 13-7 Substitute frame WIND LOADS 13-8 Wind pressure on buildings TABLE 13-6 RISK COEFFICIENTS FOR DIFFEENT CLASSES OF STRUCTURES IN DIFFERENT WIND SPEED ZONES TABLE 13-7 K2 FACTORS TO OBTAIN DESIGN WIND SPEED VARIATION WITH HEIGHT IN DIFFEENT FOR DIFFERENT CLASSES OF BUILDINGS / STRUCTURES 13-9 Wind loads on building TABLE 13-8 DESIGN WIND PRESSURES TABLE 13-9 CALCULATION OF WIND LOAD POINT LOADS 13-10 Earthuake loads TABLE 13-10 BASIC HORIZONTAL SEISMIC COEFFICIENT IN DIFFERENT ZONES TABLE 13-11 EARTHqUAKE POINT LOADS AND SHEAR CALCULATIONS 13-11 Analysis of a frame subjected to wind or earthuake loads 13-12 The portal method 13-13 The cantilever method 13-14 Closure Chapter 14 : RIBBED SLABS AND WAFFLE SLABS RIBBED SLABS 14-1 Introductory 14-2 Proportioning the dimensions 14-3 AnalysisanddesignprocedureWafeSlabs 14-4 Two-wayspanningribbedslabs:Wafeslabs Examples
Chapter 15 : BEAMS CURVED IN PLAN 15-1 Introductory 15-2 Circular beam TABLE 15-1 COEFFICIENTS FOR BEAM CIRCULAR IN PLAN 15-3 Circulararcxedatends TABLE 15-2 VALUES OF MC/WR2 FOR CIRCULAR ARC FIXED AT ENDS AND LOADED WITH UNIFORM LOAD 15-4 Design of beams curved in plan Examples Chapter 16 : ELEVATED WATER TANKS 16-1 Introductory 16-2 Design of elevated tanks Examples Chapter 17 : INTZE TANK 17-1 Introductory 17-2 Analysis and design TABLE 17-1 REINFORCEMENT IN CYLINDRICAL WALL TABLE 17-2 WIND FORCES ON CONTAINER AND STAGING TABLE 17-3 CHECKING OF COLUMN DESIGN FOR WIND LOADS Examples Chapter 18 : MULTI-STOREYED BUILDING : DESIGN EXAMPLE 18-1 Reuirements of the example 18-2 Global and local axes [A] Unit load calculations [B] Column gravity load calculations using beam - reaction method TABLE 18-1 COLUMN LOADS FROM TERRACE TABLE 18-2 COLUMN LOADS FROM TYPICAL FLOOR TABLE 18-3 COLUMN DESIGN LOAD CACULATIONS FOR DL + LL AND DL + LL + WL CASES — COLUMNS C1, C4,C13, C16 TABLE 18-4 COLUMN DESIGN LOAD CALCULATIONS FOR DL + LL + EL CASES COLUMNS C1, C4, C13, C16 TABLE 18-5 COLUMN DESIGN LOAD CALCULA TIONS DL+ LL AND DL + LL + WL FOR CASES — COLUMNS C2, C3,C14, C15 AND C5, C8, C9, C12 TABLE 18-6 COLUMN DESIGN LOAD CALCULATIONS FOR DL + LL + EL CASES — COLUMNS C2, C3, C14, C15 AND C5, C8,C9, C12 TABLE 18-7 COLUMN DESIGN LOAD CALCULATIONS FOR DL + LL AND DL + LL + WL CASES - COLUMNS C6, C7, C10, C11 TABLE 18-8 COLUMN DESIGN LOAD CALCULATIONS FOR DL + LL+ EL CASES — COLUMNS C6, C7, C10, C11 [C] WIND LOAD ANALYSIS TABLE 18-9 DESIGN WIND PRESSURES TABLE 18-10 CALCULATION OF WIND LOAD POINT LOADS : EXTER-NAL FRAME [D] EARTH qUAKE LOAD ANALYSIS TABLE 18-11 DISTRIBUTION OF BASE SHEAR : EARTH qUAKE LOADS : EXTERNAL FRAME TABLE 18-12 DISTRIBUTION OF BASE SHEAR : EARTH - qUAKE LOADS : INTERNAL FRAME [E] GRAVITY LOAD ANALYSIS [F] DESIGN DATA FOR COLUMNS TABLE 18-13 DESIGN DATAFOR COLUMNS C1, C4, C13 AND C16 TABLE 18-14 DESIGN DATAFOR COLUMNS C2, C3, C14 AND C15 TABLE 18-15 DESIGN DATA FOR COLUMNS C5, C8, C9 AND C12 TABLE18-16 DESIGN DATAFOR COLUMNS C6, C7,C10AND C11 TABLE 18-17 FLEXURE DESIGN FOR BEAM B4 – B5 – B6 TABLE 18-18 SHEAR DESIGN FOR BEAM B4– B5– B6 [J] DESIGN OF FOOTINGS TABLE 18-19 COMPARISON OF FACTORED FOUNDATION LOADS TABLE 18-20 DESIGN OF ISOLATED SLOPED FOOTINGS (M 15 CONCRETE, FE 415 STEEL) [K] DRAWINGS 18-3 Closure
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4 Chapter 19 : FORM WORK 19-1 Introductory 19-2 Reuirements for good form work 19-3 Materials for forms 19-4 Choice of form work 19-5 Loads on form work 19-6 Permissible stresses for timber TABLE 19-1 MINIMUM PERMISSIBLE STRESS LIMITS IN THREE GROUPS OF STRUCTURAL TIMBERS (FOR GRADE 1 MATERIAL) TABLE 19-2 MODIFICATION FACTOR K1 TO ALLOW FOR CHANGE IN SLOPE OF GRAIN TABLE 19-3 MODIFICATION FACTOR K2 FOR CHANGE IN DURATION OF LOADING 19-7 Design of form work 19-8 Shuttering for columns 19-9 Shutteringforbeamandslaboor 19-10 Practical considerations 19-11 Erection of forms 19-12 Action prior to and during concreting 19-13 Striking of forms Examples
Chapter 20 : DETAILING OF REINFORCEMENT 20-1 Introduction 20-2 General informations for drawing 20-3 Drafting TABLE 20-1 FOOTING SCHEDULE 20-4 Columns framing plan and foundation details TABLE 20-2 COLUMN SCHEDULE 20-5 Columns details 20-6 Slabs and beams details 20-7 Closure Chapter 21 : ELEMENTS OF PRESTRESS CONCRETE 21-1 Introduction 21-2 Methods of prestressing 21-3 Advantages and disadvantages of prestressed concrete 21-4 Materials used for prestressed concrete 21-5 Prestressing applied to rectangular beams Stress calculations 21-6 Sloping tendon 21-7 Losses in prestress TABLE 21-1 RELAXATION LOSSES FOR PRESTRESSING STEEL AT 1000C HOUSE AT 27ºC 21-8 Closure questions Examples APPENDICIES APPENDIXA SHORT qUESTIONS APPENDIXB USEFUL TABLES TABLE B-1 PROPERTIES OF ROUND BARS USED AS REINFORCEMENT TABLE B-2 AREAS OF BARS IN SLABS
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