## Reinforced Concrete: Design theory and examplesThis new edition of a highly practical text gives a detailed presentation of the design of common reinforced concrete structures to limit state theory in accordance with BS 8110. |

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### Contents

Introduction | 1 |

13 Structural design | 3 |

14 Design standards | 6 |

15 Calculations design aids and computing | 7 |

Materials structural failures and durability | 9 |

23 Concrete Properties | 12 |

24 Tests on wet concrete | 15 |

25 Tests on hardened concrete | 16 |

Columns | 264 |

92 Short braced axially loaded columns | 268 |

93 Short columns subjected to axial load and bending about one axissymmetrical reinforcement | 270 |

94 Short columns subjected to axial load and bending about one axisunsymmetrical reinforcement | 282 |

95 Column sections subjected to axial load and biaxial bending | 289 |

96 Effective heights of columns | 296 |

97 Design of slender columns | 302 |

Walls in buildings | 309 |

26 Reinforcement | 17 |

27 Failures in concrete structures | 18 |

28 Durability of concrete structures | 25 |

29 Concrete cover | 27 |

Limit state design and structural analysis | 29 |

32 Characteristics and design loads | 31 |

33 Materials properties and design strengths | 33 |

34 Structural analysis | 34 |

Section design for moment | 42 |

43 Behaviour of beams in bending | 46 |

45 Doubly reinforced beams | 61 |

46 Checking existing sections | 67 |

47 Moment redistribution and section moment resistance | 70 |

48 Flanged beams | 72 |

49 Elastic theory | 77 |

Shear bond and torsion | 85 |

52 Bond laps and bearing stresses in bends | 101 |

53 Torsion | 108 |

Deflection and cracking | 121 |

62 Cracking | 144 |

Simply supported and continuous beams | 152 |

72 Continuous beams | 165 |

Slabs | 189 |

83 Oneway spanning ribbed slabs | 202 |

84 Twoway spanning solid slabs | 207 |

85 Restrained solid slabs | 213 |

86 Waffle slabs | 221 |

87 Flat slabs | 225 |

88 Yield line method | 238 |

89 Stair slabs | 256 |

103 Design of reinforced concrete walls | 310 |

104 Design of plain concrete walls | 322 |

Foundations | 329 |

113 Eccentrically loaded pad bases | 336 |

114 Wall strip and combined foundations | 348 |

115 Pile foundations | 356 |

Retaining walls | 369 |

122 Design of cantilever walls | 373 |

123 Counterfort retaining walls | 380 |

Reinforced concrete framed buildings | 390 |

132 Building loads | 392 |

133 Robustness and design of ties | 394 |

134 Frame analysis | 397 |

135 Building design example | 407 |

Tall buildings | 429 |

142 Design and analysis considerations | 430 |

143 Planar lateralloadresisting elements | 433 |

144 Interaction between bents | 445 |

145 Threedimensional structures | 451 |

Programs for reinforced concrete design | 463 |

Section Design | 464 |

RC Beam | 478 |

Beam Deflection | 488 |

Column Analysis | 500 |

Column Design | 506 |

157 Concluding remarks | 510 |

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### Common terms and phrases

25 mm diameter anchorage axial load base beam section bending moment building calculated cantilever centre checked coefficients column section compression steel concrete and grade continuous beam counterfort curvature dead load deflection design chart design load diameter bars dimensions doubly reinforced earth pressure effective depth effective height ENDPROC equation exceed flange GOTO grade 30 concrete grade 460 reinforcement horizontal load imposed load internal forces kN/m method mid-span minimum modulus moment of inertia neutral axis PRINT redistribution Referring to Fig reinforced concrete reinforced rectangular beam rigid frame shear force shear reinforcement shear resistance shear strength shear stress shear walls shown in Fig shrinkage simplified simply supported Singly reinforced slenderness spacing span steel area stiffness strength stress block stress-strain curve structure subjected to axial T-beam tensile tensile stress tension reinforcement tension steel torsion types ultimate load vertical load wind load yield line