Preface to the Seventh Edition |
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xi | (2) |
Preface to the First Edition |
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xiii | |
Introduction |
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1 | (7) |
Units of Measurements |
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2 | (3) |
Computational Accuracy |
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5 | (1) |
Symbols |
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6 | (1) |
Nomenclature |
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6 | (2) |
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1 Structural Use of Concrete |
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8 | (6) |
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1.1 Concrete as a Structural Material |
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8 | (1) |
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1.2 Forms of Concrete Structures |
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9 | (1) |
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1.3 Elements of Concrete Structures |
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10 | (1) |
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1.4 Primary Situations for Investigation and Design |
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10 | (1) |
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11 | (1) |
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12 | (2) |
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2 Materials and Properties of Structural Concrete |
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14 | (16) |
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2.1 Common Forms of Structural Concrete |
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14 | (1) |
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15 | (1) |
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15 | (1) |
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16 | (1) |
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16 | (1) |
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2.6 Additions to the Basic Concrete Mix |
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17 | (1) |
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2.7 Significant Structural Properties of Concrete |
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17 | (3) |
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2.8 Other Significant Properties of Concrete |
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20 | (1) |
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21 | (4) |
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25 | (1) |
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2.11 Prestressed Concrete |
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25 | (2) |
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2.12 Design of Concrete Mixes |
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27 | (1) |
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28 | (2) |
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30 | (12) |
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3.1 General Concerns for Concrete |
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30 | (1) |
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3.2 Concerns for Structural Concrete |
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31 | (1) |
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31 | (1) |
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3.4 Placing and Finishing |
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32 | (1) |
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33 | (1) |
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3.6 Design and Production Controls |
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33 | (1) |
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3.7 Inspecting and Testing |
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34 | (2) |
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36 | (1) |
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36 | (1) |
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36 | (3) |
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39 | (1) |
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40 | (2) |
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4 General Requirements for Reinforced Concrete Structures |
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42 | (7) |
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4.1 Practical Considerations |
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43 | (2) |
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45 | (1) |
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4.3 General Requirements for Steel Reinforcement |
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46 | (3) |
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5 Investigation and Design of Reinforced Concrete |
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49 | (19) |
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5.1 What Is Investigation? |
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49 | (1) |
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5.2 Methods of Investigation and Design: An Overview |
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50 | (1) |
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51 | (1) |
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51 | (1) |
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5.5 Investigation of Columns and Beams |
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52 | (7) |
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5.6 Investigation of Column and Beam Frames |
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59 | (4) |
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5.7 Approximate Investigation of Indeterminate Structures |
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63 | (5) |
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6 Load and Resistance Factor Design (LRFD) |
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68 | (1) |
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6.1 Service Conditions Versus Limit States |
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68 | (1) |
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6.2 Load Types and Combinations |
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69 | (1) |
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70 | (1) |
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70 | (1) |
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6.5 Strength Design Processes |
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70 | (2) |
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7 Reinforced Concrete Flexural Members |
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72 | (35) |
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7.1 General Flexural Actions |
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72 | (1) |
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7.2 Behavior of Reinforced Concrete Beams |
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73 | (2) |
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7.3 Investigation and Design for Flexure: Stress Method |
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75 | (7) |
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7.4 Investigation and Design for Flexure: Strength Method |
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82 | (6) |
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7.5 Beams in Sitecast Systems |
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88 | (2) |
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90 | (5) |
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7.7 Beams with Compression Reinforcement |
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95 | (8) |
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103 | (4) |
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8 Shear in Concrete Structures |
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107 | (17) |
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8.1 General Concerns for Shear |
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107 | (1) |
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108 | (1) |
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8.3 Shear Reinforcement for Beams |
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109 | (5) |
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8.4 Design for Beam Shear: Stress Method |
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114 | (6) |
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8.5 Design for Beam Shear: Strength Method |
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120 | (4) |
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9 Anchorage and Development of Reinforcement |
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124 | (10) |
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9.1 The Steel and Concrete Interface |
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124 | (1) |
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9.2 Development of Stress in Reinforcement |
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124 | (2) |
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9.3 Development Length for Tensile Reinforcement |
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126 | (2) |
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128 | (2) |
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9.5 Bar Development in Beams |
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130 | (1) |
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9.6 Splices in Reinforcement |
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131 | (1) |
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9.7 Development of Compressive Reinforcement |
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131 | (2) |
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9.8 Developed Anchorage for Frame Continuity |
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133 | (1) |
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10 Flat-Spanning Concrete Systems |
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134 | (22) |
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10.1 Slab-and-Beam Systems |
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134 | (5) |
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10.2 General Considerations for Beams |
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139 | (6) |
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10.3 One-Way Joist Construction |
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145 | (2) |
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147 | (3) |
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10.5 Two-Way Spanning Solid-Slab Construction |
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150 | (2) |
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10.6 Special Flat-Spanning Systems |
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152 | (2) |
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154 | (2) |
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156 | (24) |
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11.1 General Concerns for Columns |
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156 | (2) |
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158 | (3) |
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11.3 General Requirements for Columns |
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161 | (1) |
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11.4 Combined Compression and Bending |
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161 | (2) |
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11.5 Columns in Sitecast Frames |
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163 | (1) |
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164 | (1) |
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11.7 Considerations for Column Shape |
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164 | (3) |
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11.8 Design Methods and Aids |
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167 | (1) |
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11.9 Approximate Design of Tied Columns |
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167 | (6) |
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173 | (2) |
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175 | (1) |
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11.12 Vertical Concrete Compression Elements |
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176 | (2) |
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11.13 Concrete Masonry Columns and Piers |
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178 | (2) |
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12 Column-and-Beam Frames |
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180 | (81) |
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12.1 Two-Dimensional Frames |
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180 | (2) |
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12.2 Three-Dimensional Frames |
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182 | (1) |
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12.3 Mixed Frame and Wall Systems |
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183 | (1) |
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12.4 Special Problems of Concrete-Framed Bents |
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184 | (4) |
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188 | (11) |
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13.1 Sitecast Walls: General Concerns |
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188 | (1) |
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13.2 Concrete Bearing Walls |
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189 | (3) |
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13.3 Concrete Basement Walls |
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192 | (4) |
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13.4 Concrete Shear Walls |
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196 | (1) |
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13.5 Precast Concrete Walls |
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196 | (1) |
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13.6 Concrete Masonry Walls |
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196 | (3) |
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199 | (35) |
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14.1 General Concerns for Foundations |
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200 | (1) |
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14.2 Soil Conditions Related to Foundation Design |
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200 | (1) |
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14.3 Foundation Design: Criteria and Process |
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201 | (2) |
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14.4 Shallow-Bearing Foundations |
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203 | (14) |
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217 | (9) |
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14.6 Foundation Walls and Grade Beams |
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226 | (3) |
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229 | (5) |
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15 Miscellaneous Concrete Structures |
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234 | (15) |
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234 | (2) |
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15.2 Framed Floors on Grade |
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236 | (1) |
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15.3 Cantilever Rataining Walls |
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237 | (8) |
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245 | (4) |
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16 General Considerations for Building Structures |
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249 | (15) |
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249 | (1) |
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249 | (3) |
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16.3 Building Code Requirements for Structures |
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252 | (3) |
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255 | (1) |
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256 | (4) |
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16.6 Design Loads: Modifications, Combinations, and Load Factors |
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260 | (1) |
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260 | (1) |
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16.8 Building Systems Integration |
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261 | (1) |
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261 | (3) |
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17 Building Structures: Design Examples |
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264 | (73) |
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17.1 Building One: General Considerations |
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264 | (2) |
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17.2 Building One: Support and Site Structures |
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266 | (6) |
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17.3 Building Two: General Considerations |
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272 | (1) |
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17.4 Building Two: Design for Gravity Loads |
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272 | (3) |
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17.5 Building Two: Design for Lateral Loads |
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275 | (6) |
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17.6 Building Two: Alternative Structure |
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281 | (2) |
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17.7 Building Three: Alternative Structure One |
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283 | (2) |
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17.8 Building Three: Alternative Structure Two |
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285 | (4) |
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17.9 Building Three: Alternative Structure Three |
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289 | (2) |
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17.10 Building Four: General Considerations |
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291 | (1) |
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17.11 Building Four: Concrete and Masonry Structure |
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291 | (9) |
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17.12 Building Four: Design for Lateral Loads |
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300 | (3) |
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17.13 Building Four: All-Concrete Structure |
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303 | (1) |
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17.14 Building Five: General Considerations |
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303 | (5) |
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17.15 Building Five: Masonry and Frame Structure |
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308 | (6) |
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17.16 Building Five: All-Concrete Structure |
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314 | (19) |
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17.17 Building Five: Alternate Floor Structure |
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333 | (4) |
Glossary |
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337 | (2) |
Study Aids |
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339 | (10) |
Terms |
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339 | (4) |
Questions |
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343 | (2) |
Answers |
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345 | (4) |
Answers to Problems |
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349 | (4) |
Bibliography |
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353 | (2) |
Index |
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355 | |