Reinforced concrete design to Eurocode 2 – Bill Mosley (KEBT0007)

Reinforced concrete design to Eurocode 2, CONTENTS:      

1 Introduction to design and properties of reinforced concrete

1.1 Design processes 2

1.2 Composite action 6

1.3 Stress–strain relations 8

1.4 Shrinkage and Shrinkage 11

1.5 Creep 15

1.6 Durability 16

1.7 Specification of materials 16

2 Limit state design

2.1 Limit states 21

2.2 Characteristic material strengths and characteristic loads 22

2.3 Partial factors of safety 23

2.4 Combination of actions 28

2.5 Global factor of safety 32

3 Analysis of the structure at the ultimate limit state

3.1 Actions 34

3.2 Load combinations and patterns 35

3.3 Analysis of beams 36

3.4 Analysis of frames 43

3.5 Shear wall structures resisting horizontal loads 53

3.6 Redistribution of moments 58

4 Analysis of the section

4.1 Stress–strain relations 64

4.2 Distribution of strains and stresses across a section in bending 65

4.3 Bending and the equivalent rectangular stress block 67

4.4 Singly reinforced rectangular section in bending at the ultimate limit state 68

4.5 Rectangular section with compression reinforcement at the ultimate limit state 72

4.6 Flanged section in bending at the ultimate limit state 77

4.7 Moment redistribution and the design equations 84

4.8 Bending plus axial load at the ultimate limit state 88

4.9 Rectangular–parabolic stress block 96

4.10 Triangular stress block 98

5 Shear, bond and torsion

5.1 Shear 105

5.2 Anchorage bond 117

5.3 Laps in reinforcement 121

5.4 Analysis of section subject to torsional moments 123

6 Serviceability, durability and stability requirements

6.1 Detailing requirements 130

6.2 Span–effective depth ratios 140

6.3 Calculation of deflection 142

6.4 Flexural cracking 154

6.5 Thermal and shrinkage cracking 159

6.6 Other serviceability requirements 163

6.7 Limitation of damage caused by accidental loads 166

6.8 Design and detailing for seismic forces 171

7 Design of reinforced concrete beams

7.1 Preliminary analysis and member sizing 178

7.2 Design for bending of a rectangular section with no moment redistribution 180

7.3 Design for bending of a rectangular section with moment redistribution 185

7.4 Flanged beams 189

7.5 One-span beams 193

7.6 Design for shear 194

7.7 Continuous beams 198

7.8 Cantilever beams, corbels and deep beams 204

7.9 Curtailment and anchorage of reinforcing bars 210

7.10 Design for torsion 212

7.11 Serviceability and durability requirements 216

8 Design of reinforced concrete slabs

8.1 Shear in slabs 218

8.2 Span–effective depth ratios 224

8.3 Reinforcement details 225

8.4 Solid slabs spanning in one direction 226

8.5 Solid slabs spanning in two directions 231

8.6 Flat slab floors 236

8.7 Ribbed and hollow block floors 244

8.8 Stair slabs 250

8.9 Yield line and strip methods 253

9 Column design

9.1 Loading and moments 262

9.2 Column classification and failure modes 263

9.3 Reinforcement details 267

9.4 Short columns resisting moments and axial forces 269

9.5 Non-rectangular sections 279

9.6 Biaxial bending of short columns 282

9.7 Design of slender columns 285

9.8 Walls 289

10 Foundations and retaining walls

10.1 Pad footings 296

10.2 Combined footings 303

10.3 Strap footings 307

10.4 Strip footings 308

10.5 Raft foundations 311

10.6 Piled foundations 312

10.7 Design of pile caps 316

10.8 Retaining walls 320

11 Prestressed concrete

11.1 Principles of prestressing 333

11.2 Methods of prestressing 334

11.3 Analysis of concrete section under working loads 336

11.4 Design for the serviceability limit state 341

11.5 Analysis and design at the ultimate limit state 365

12 Water-retaining structures

12.1 Scope and principles 382

12.2 Joints in water-retaining structures 385

12.3 Reinforcement details 388

12.4 Basements and underground tanks 389

12.5 Design methods 390

13 Composite construction

13.1 The design procedure 410

13.2 Design of the steel beam for conditions during construction 411

13.3 The composite section at the ultimate limit state 414

13.4 Design of shear connectors 419

13.5 Transverse reinforcement in the concrete flange 423

13.6 Deflection checks at the serviceability limit state 426