000			08105nam a2200169Ia 4500
020			_a0198595239
082			_a624.18341 _bBAR
100			_aBarker, John A.
245			_aReinforced concrete detailing
250			_aEd.2
260			_aMadras,Singapore etc _bOxford Uni. Press _c1981
300			_axx,304p.
500			_aCONTENTS Prefacev Introduction vii Contents ix List of Figures xiv List of Tables xviii Acknowledgementsxix PART I GENERALINFORMATION CHAPTER1 DETAILING 3 1.1Size of drawings 1.2Scale of drawings 1.3Layout of drawings 1.4Responsibility of the detailer 1.5Information to be shown on drwings 1.6Marking plans 1.7Line notation and dimensions 1.8 Abbreviations and symbols 1.9Lettering and spelling 1.10 Drawing paper 1.11 Cleanliness 1.12 Comfort 1.13 Cross reference 1.14 Points to remember CHAPTER 2 SIMPLE THEORY 14 2.1 Introduction 2.2 Mass concrete 2.3 Reinforced concrete 2.4 Tensile reinforcement 2.5 Shear reinforcement 2.6 Reinforcement in continuous beams 14 2.7 Relationship between bending and shear stresses 2.8 Bond and anchorage 2.9 Compression reinforcement 2.10 Points to remember CHAPTER 3 REINFORCEMENT 21 3.1 Introduction 3.2 Types 3.3 Advantages and disadvantages of high strength bars 3.4 Economics 3.5 Size and length 3.6 Old rails 3.7 Cross reference 3.8 Points to remember CHAPTER 4 GENERAL RULES 26 4.1 Introduction 4.2 Cover 4.3 Fire resistance 4.4 Supporting reinforcement 4.5 Laps 4.6 Welding26 4.7 Bar couplers 4.8 Prefabricated reinforcement 4.9 Hooks and bends 4.10 Chamfers and fillets 4.11 Cross reference 4.12 Points to remember CHAPTER 5 MESH FABRIC38 5.1 Introduction 5.2 Welded fabric 5.3 Expanded metal 5.4 Drawing notation CHAPTER 6 FORMWORK 46 6.1 Introduction 6.2 Types 6.3 Re-use of shuttering 6.4 Finishes 5.5 Laps 5.6 Ribbed metal lathing 5.7 Points to remember 6.5 Standard sizes 6.6 Economics 6.7 Points to remember PART II CONCRETE MEMBERS 58 CHAPTER 7 FLOOR SLABS 7.1 Introduction 7.2 Definitions 7.3 Thickness 7.4 Economics 7.5 Simple slab 7.6 Simple slabs supported on concrete beams 7.7 Lacer bars 7.8 Spacing of bars 7.9 Bar diameters 7.10 Supporting top bars 7.11 Holes 7.12 Bar shapes 7.13 Continuous slabs 7.14 Slabs spanning in two directions with restrained corners 7.15 Cross reference 7.16 Points to remember CHAPTER 8 HOLLOW FLOORS 75 8.1 Introduction 8.2 Economics 8.3 Hollow clay blocks 8.4 Steel mould 8.5 Asbestos and glass fibre moulds 8.6 Regulations 8.7 Simple hollow floors 8.8 Continuous hollow floors spanning in one direction 8.9 Continuous hollow floors spanning in two directions 8.10 Hollow floors supported on steel beams 8.11 Cross reference 8.12 Points to remember CHAPTER 9 FLAT FLOOR SLABS 83 9.1 Introduction 9.2 Advantages 9.3 Limiting requirements 9.4 Reinforcement 9.5 Flat floor slab with drop panels 9.6 Openings in panels 9.7 Cross reference 9.8 Points to remember CHAPTER 10 BEAMS 89 10.1Introduction 10.2 Beam sizes 10.3Cover and fire resistance 10.4 Spacing of bars 10.5 Arrangement of bars 10.6 Cut off position of tensile bars 10.7 Shear reinforcement 10.8Vertical links 10.9 Bent up bars 10.10 Combined system of shear reinforcement 10.11 T and L beams 10.12 Doubly reinforced beams 10.13 Continuous beams 10.14 Haunched beams 10.15 Arch beams 10.16 Anchor plates 10.17 Concrete to steel beam or column connexion 10.18 Holes 10.19 Bar shapes 10.20 Cross reference 10.21 Points to remember CHAPTER 11 COLUMNS113 11.1 Introduction 11.2 Economics 11.3 Shape 11.4 Cover and fire resistance 11.5 Longitudinal steel 11.6 Transverse steel 11.7 Detailing 11.8 Splices 11.9 Flared heads 11.10 Trapezoidal columns 11.11 Crane gantry bracket 11.12 Notes on drawing 11.13 Cross reference 11.14 Points to remember CHAPTER12 FOUNDATIONS 128 12.1 Introduction 12.2 Types 12.3 Cover 12.4 Individual footing 12.5 Combined footing 12.6 Cantilever footing 12.7 T beam footing 12.8 Strip footing 12.9 Heavy foundation 12.10 Notes on drawing 12.11Cross reference 12.12 Points to remember CHAPTER 13 TIES 137 13.1 Introduction 13.2 Size 13.3 Reinforcement 13.4 End details 13.5 Cross reference 13.6 Points to remember CHAPTER 14 STAIRCASES 141 14.1 Introduction 14.2 Definitions 14.3 Proportions 14.4 Regulations 14.5 Detailing 14.6 Flight supported on side beams 14.7 Flight supported on centre beam 14.8 Straight flight supported at ends 14.9 Flight and landings supported at the ends 14.10 Cranked beams 14.11 Stairs surrounding well 14.12 Surfacing 14.13 Handrail fixing 14.14 Cross reference 14.1 5 Points to remember CHAPTER15 RETAINING WALLS 152 15.1 Introduction 15.2 Types 15.3 Theory 15.4 Economics 15.5 Selection of type 15.6 Proportions 15.7 Cover 15.8 Reinforcement 15.9 Detail drawings 15.10 Joints 15.11 Drainage 15.12 Cross reference 15.13 Points to remember CHAPTER16RESERVOIRS, TANKS AND HOPPERS 167 16.1Introduction 16.2 Cover 16.3 Open rectangular reservoirs or tanks above ground level 16.4 Open rectangular reservoirs or tanks below ground level 16.5 Reservoir with sloping walls 16.6 Circular tanks 16.7 Overhead tanks 16.8 Roofs 16.9 Swimming pools 16.10 Hoppers 16.11 Holes in walls 16.12 Pipes through walls 16.13 Ladders 16.14 Cross reference 16.15 Points to remember CHAPTER17 CULVERTS 178 17.1 Introduction 17.2 Theory 17.3 Corner reinforcement 17.4 Cover 17.5 Detailing 17.6 Subways 17.7 Preformed culverts 17.8 Cross reference 17.9 Points to remember CHAPTER 18 PRECAST PILES 18.1 Introduction 18.2 Types 18.3 Cover 18.4 Lifting holes 18.5 Cages 18.6 Bearing piles 18.7 Shape 18.8 Size and length 18.9 Shoes 18.10 Water jets 18.11 Reinforcement 18.12 Details 18.13 Sheet piles 18.14 Shape 18.15 Size and length 18.16 Shoes 18.17 Reinforcement 18.18 Heads 18.19 Complete detail 18.20 Capping beam 18.21 Cross reference 18.22 Points to remember CHAPTER 19 PILE CAPS 198 19.1 Introduction 19.2 Spacing of piles 19.3 Caps 19.4 Cover 19.5 Theory 19.6 Detail for two pile cap 19.7 Detail for three pile cap 19.8 Detail for four pile cap 19.9 Group pile caps 19.10 Capping beams 19.11 Cross reference 19.12 Points to remember CHAPTER 20 PRECAST MEMBERS208 20.1 Introduction 20.2 Advantages 20.3 Disadvantages 20.4 Cover 20.5 Chamfers 20.6 Economic mass 20.7 Size 20.8 Lifting holes 20.9 Joints 20.10 Placing 20.11 Details 20.12 Portals 20.13 Beams 20.14 Proprietary systems 20.15 Cross reference 20.16 Points to remember PART III NON-STRUCTURAL INFORMATION CHAPTER 21JOINTS 218 21.1 Introduction 21.2 Construction joints 21.3 Expansion joints 21.4 Roof joints 21.5 Sliding bridge joints 21.6 Wall to floor joints 21.7 Road slab joints 21.8 Metal joints 21.9 Flexible joint fillers 21.10 Sealing compounds 21.11 Points to remember CHAPTER 22 HINGES, ROCKERS AND BEARINGS 234 22.1 Hinges 22.2 Rocker bearings 22.3 Sliding bearings 22.4 Suspended bearings 22.5 Rubber bearings 22.6 Rubber hinges 22.7 Points to remember CHAPTER 23 FIXINGS241 23.1 Introduction 23.2 Solid inserts 23.3 Protective guards 23.4 Anchorage points 23.5 Bolt sockets 23.6 Slab lifter 23.7 Lifting holes 23.8 Slotted inserts 23.9 Bonding new work to existing work 23.10 Forming long holes in concrete 23.11 Covermeter 23.12 Points to remember CHAPTER 24 BAR MARKS 253 24.1 Introduction 24.2 Steel 24.3 Size 24.4 Shape 24.5 Individual marks 24.6 Group marks 24.7 Special instructions 24.8 Simplification 24.9 Detailing 24.10 Points to remember CHAPTER 25 BAR BENDING SCHEDULES 256 25.1 Introduction 25.2 Position of schedule 25.3 Bar representation 25.4 Lengths and dimensions 25.5 Schedule layout 25.6 Schedule information 25.7 Data processing 25.8 Points to remember CHAPTER 26 CHECKING 26.1Introduction 26.2 Checkers responsibility 26.3 Procedure 26.4 Points to check CHAPTER 27DRAWING OFFICE PRACTICE 272 27.1 Introduction 27.2 Tracing 27.3 Reproduction 27.4 Colouring 27.5 Folding prints 27.6 Records 27.7 Cross reference 27.8 Points to remember PART IV APPENDICES APPENDIX 1 GLOSSARY OF TERMS 282 APPENDIX 2 BRITISH STANDARDS & CODES OF PRACTICE285 APPENDIX 3 TABLES 289 INDEX 295
890			_aUnited Kingdom
891			_aSD
999			_c28144 _d28144