{"product_id":"structural-concrete-theory-and-design-hardback-9781119605119","title":"Structural Concrete; Theory and Design (Hardback) 9781119605119","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eStructural Concrete\u003c\/font\u003e\u003cbr\u003e\r\n\u003cfont size=\"5\"\u003eTheory and Design\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\u003cp\u003e\u003cfont size=\"4\"\u003eM. Nadim Hassoun (Author), Akthem Al-Manaseer (Author)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9781119605119, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 9 April 2020\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e960 pages\u003cbr\u003e27.7 x 22.4 x 5.1 cm, 2.381 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003e\u003cp\u003e\u003cb\u003eThe leading structural concrete design reference for over two decades—updated to reflect the latest ACI 318-19 code\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eA go-to resource for structural engineering students and professionals for over twenty years, this newly updated text on concrete structural design and analysis reflects the most recent ACI 318-19 code. It emphasizes student comprehension by presenting design methods alongside relevant codes and standards. It also offers numerous examples (presented using SI units and US-SI conversion factors) and practice problems to guide students through the analysis and design of each type of structural member.\u003c\/p\u003e \u003cp\u003eNew to\u003ci\u003e Structural Concrete: Theory and Design, Seventh Edition\u003c\/i\u003e are code provisions for transverse reinforcement and shear in wide beams, hanger reinforcement, and bi-directional interaction of one-way shear. This edition also includes the latest information on two-way shear strength, ordinary walls, seismic loads, reinforcement detailing and analysis, and materials requirements. This book covers the historical background of structural concrete; advantages and disadvantages; codes and practice; and design philosophy and concepts. It then launches into a discussion of the properties of reinforced concrete, and continues with chapters on flexural analysis and design; deflection and control of cracking; development length of reinforcing bars; designing with the strut-and-tie method; one-way slabs; axially loaded columns; and more.\u003c\/p\u003e \u003cul\u003e \u003cli\u003eUpdated to align with the new ACI 318-19 code with new code provisions to include: transverse reinforcement and shear in wide beams, hanger reinforcement, bi-directional interaction of one-way shear, and reference to ACI certifications\u003c\/li\u003e \u003cli\u003eIncludes dozens of worked examples that explain the analysis and design of structural members\u003c\/li\u003e \u003cli\u003eOffers updated information on two-way shear strength, seismic loads, materials requirements, and more\u003c\/li\u003e \u003cli\u003eImproves the design ability of students by explaining code requirements and restrictions \u003c\/li\u003e \u003cli\u003eProvides examples in SI units in every chapter as well as conversion factors from customary units to SI\u003c\/li\u003e \u003cli\u003eOffers instructors access to a solutions manual via the book's companion website\u003c\/li\u003e \u003c\/ul\u003e \u003cp\u003e\u003ci\u003eStructural Concrete: Theory and Design, Seventh Edition\u003c\/i\u003e is an excellent text for undergraduate and graduate students in civil and structural engineering programs. It will also benefit concrete designers, structural engineers, and civil engineers focused on structures.\u003c\/p\u003e\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e\u003cp\u003ePreface xiii\u003c\/p\u003e \u003cp\u003eNotation xvii\u003c\/p\u003e \u003cp\u003eConversion Factors xxiii\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Introduction 1 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Structural Concrete 1\u003c\/p\u003e \u003cp\u003e1.2 Historical Background 1\u003c\/p\u003e \u003cp\u003e1.3 Advantages and Disadvantages of Reinforced Concrete 3\u003c\/p\u003e \u003cp\u003e1.4 Codes of Practice 3\u003c\/p\u003e \u003cp\u003e1.5 Design Philosophy and Concepts 3\u003c\/p\u003e \u003cp\u003e1.6 Units of Measurement 4\u003c\/p\u003e \u003cp\u003e1.7 Loads 5\u003c\/p\u003e \u003cp\u003e1.8 Safety Provisions 6\u003c\/p\u003e \u003cp\u003e1.9 Structural Concrete Elements 7\u003c\/p\u003e \u003cp\u003e1.10 Structural Concrete Design 8\u003c\/p\u003e \u003cp\u003e1.11 Accuracy of Calculations 8\u003c\/p\u003e \u003cp\u003e1.12 Concrete High-Rise Buildings 8\u003c\/p\u003e \u003cp\u003eReferences 11\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Properties of Reinforced Concrete 12 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Factors Affecting Strength of Concrete 12\u003c\/p\u003e \u003cp\u003e2.2 Compressive Strength 14\u003c\/p\u003e \u003cp\u003e2.3 Stress–Strain Curves of Concrete 14\u003c\/p\u003e \u003cp\u003e2.4 Tensile Strength of Concrete 16\u003c\/p\u003e \u003cp\u003e2.5 Flexural Strength (Modulus of Rupture) of Concrete 17\u003c\/p\u003e \u003cp\u003e2.6 Shear Strength 17\u003c\/p\u003e \u003cp\u003e2.7 Modulus of Elasticity of Concrete 18\u003c\/p\u003e \u003cp\u003e2.8 Poisson’s Ratio 19\u003c\/p\u003e \u003cp\u003e2.9 Shear Modulus 20\u003c\/p\u003e \u003cp\u003e2.10 Modular Ratio 20\u003c\/p\u003e \u003cp\u003e2.11 Volume Changes of Concrete 20\u003c\/p\u003e \u003cp\u003e2.12 Creep 21\u003c\/p\u003e \u003cp\u003e2.13 Models for Predicting Shrinkage and Creep of Concrete 22\u003c\/p\u003e \u003cp\u003e2.14 Unit Weight of Concrete 57\u003c\/p\u003e \u003cp\u003e2.15 Fire Resistance 57\u003c\/p\u003e \u003cp\u003e2.16 High-Performance Concrete 58\u003c\/p\u003e \u003cp\u003e2.17 Lightweight Concrete 58\u003c\/p\u003e \u003cp\u003e2.18 Fibrous Concrete 59\u003c\/p\u003e \u003cp\u003e2.19 Steel Reinforcement 59\u003c\/p\u003e \u003cp\u003eSummary 64\u003c\/p\u003e \u003cp\u003eReferences 65\u003c\/p\u003e \u003cp\u003eProblems 66\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Flexural Analysis of Reinforced Concrete Beams 69 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Introduction 69\u003c\/p\u003e \u003cp\u003e3.2 Assumptions 69\u003c\/p\u003e \u003cp\u003e3.3 Behavior of Simply Supported Reinforced Concrete Beam Loaded to Failure 70\u003c\/p\u003e \u003cp\u003e3.4 Types of Flexural Failure and Strain Limits 73\u003c\/p\u003e \u003cp\u003e3.5 Load Factors 76\u003c\/p\u003e \u003cp\u003e3.6 Strength Reduction Factor \u003ci\u003e?\u003c\/i\u003e 77\u003c\/p\u003e \u003cp\u003e3.7 Significance of Analysis and Design Expressions 79\u003c\/p\u003e \u003cp\u003e3.8 Equivalent Compressive Stress Distribution 79\u003c\/p\u003e \u003cp\u003e3.9 Singly Reinforced Rectangular Section in Bending 82\u003c\/p\u003e \u003cp\u003e3.10 Lower Limit or Minimum Percentage of Steel 89\u003c\/p\u003e \u003cp\u003e3.11 Adequacy of Sections 90\u003c\/p\u003e \u003cp\u003e3.12 Bundled Bars 93\u003c\/p\u003e \u003cp\u003e3.13 Sections in the Transition Region (\u003ci\u003e?\u003c\/i\u003e \u0026lt; 0.9) 94\u003c\/p\u003e \u003cp\u003e3.14 Rectangular Sections with Compression Reinforcement 96\u003c\/p\u003e \u003cp\u003e3.15 Analysis of T- and I-Sections 105\u003c\/p\u003e \u003cp\u003e3.16 Dimensions of Isolated T-Shaped Sections 112\u003c\/p\u003e \u003cp\u003e3.17 Inverted L-Shaped Sections 113\u003c\/p\u003e \u003cp\u003e3.18 Sections of Other Shapes 114\u003c\/p\u003e \u003cp\u003e3.19 Analysis of Sections Using Tables 115\u003c\/p\u003e \u003cp\u003e3.20 Additional Examples 116\u003c\/p\u003e \u003cp\u003e3.21 Examples Using SI Units 117\u003c\/p\u003e \u003cp\u003eSummary 119\u003c\/p\u003e \u003cp\u003eReferences 122\u003c\/p\u003e \u003cp\u003eProblems 122\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Flexural Design of Reinforced Concrete Beams 125 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Introduction 125\u003c\/p\u003e \u003cp\u003e4.2 Rectangular Sections with Tension Reinforcement Only 125\u003c\/p\u003e \u003cp\u003e4.3 Spacing of Reinforcement and Concrete Cover 127\u003c\/p\u003e \u003cp\u003e4.4 Rectangular Sections with Compression Reinforcement 133\u003c\/p\u003e \u003cp\u003e4.5 Design of T-Sections 138\u003c\/p\u003e \u003cp\u003e4.6 Additional Examples 142\u003c\/p\u003e \u003cp\u003e4.7 Examples Using SI Units 147\u003c\/p\u003e \u003cp\u003eSummary 148\u003c\/p\u003e \u003cp\u003eProblems 151\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Shear and Diagonal Tension 155 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 Introduction 155\u003c\/p\u003e \u003cp\u003e5.2 Shear Stresses in Concrete Beams 155\u003c\/p\u003e \u003cp\u003e5.3 Behavior of Beams without Shear Reinforcement 158\u003c\/p\u003e \u003cp\u003e5.4 Beam Shear Strength 160\u003c\/p\u003e \u003cp\u003e5.5 Beams with Shear Reinforcement 161\u003c\/p\u003e \u003cp\u003e5.6 ACI Code Shear Design Requirements 163\u003c\/p\u003e \u003cp\u003e5.7 Design of Vertical Stirrups 168\u003c\/p\u003e \u003cp\u003e5.8 Design Summary 169\u003c\/p\u003e \u003cp\u003e5.9 Shear Force Due to Live Loads 174\u003c\/p\u003e \u003cp\u003e5.10 Shear Stresses in Members of Variable Depth 178\u003c\/p\u003e \u003cp\u003e5.11 Examples Using SI Units 183\u003c\/p\u003e \u003cp\u003eSummary 186\u003c\/p\u003e \u003cp\u003eReferences 187\u003c\/p\u003e \u003cp\u003eProblems 187\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Deflection and Control of Cracking 190 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Deflection of Structural Concrete Members 190\u003c\/p\u003e \u003cp\u003e6.2 Instantaneous Deflection 191\u003c\/p\u003e \u003cp\u003e6.3 Long-Time Deflection 196\u003c\/p\u003e \u003cp\u003e6.4 Allowable Deflection 197\u003c\/p\u003e \u003cp\u003e6.5 Deflection Due to Combinations of Loads 197\u003c\/p\u003e \u003cp\u003e6.6 Cracks in Flexural Members 206\u003c\/p\u003e \u003cp\u003e6.7 ACI Code Requirements 209\u003c\/p\u003e \u003cp\u003eSummary 213\u003c\/p\u003e \u003cp\u003eReferences 214\u003c\/p\u003e \u003cp\u003eProblems 215\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Development Length of Reinforcing Bars 218 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Introduction 218\u003c\/p\u003e \u003cp\u003e7.2 Development of Bond Stresses 219\u003c\/p\u003e \u003cp\u003e7.3 Development Length in Tension 222\u003c\/p\u003e \u003cp\u003e7.4 Summary for Computation of \u003ci\u003eId \u003c\/i\u003ein Tension 225\u003c\/p\u003e \u003cp\u003e7.5 Development Length in Compression 227\u003c\/p\u003e \u003cp\u003e7.6 Critical Sections in Flexural Members 228\u003c\/p\u003e \u003cp\u003e7.7 Standard Hooks (ACI Code, Sections 25.4.3) 232\u003c\/p\u003e \u003cp\u003e7.8 Splices of Reinforcement 235\u003c\/p\u003e \u003cp\u003e7.9 Moment–Resistance Diagram (Bar Cutoff Points) 239\u003c\/p\u003e \u003cp\u003eSummary 243\u003c\/p\u003e \u003cp\u003eReferences 244\u003c\/p\u003e \u003cp\u003eProblems 245\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Design of Deep Beams by the Strut-and-Tie Method 248 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction 248\u003c\/p\u003e \u003cp\u003e8.2 \u003ci\u003eB\u003c\/i\u003e- and \u003ci\u003eD\u003c\/i\u003e-Regions 248\u003c\/p\u003e \u003cp\u003e8.3 Strut-and-Tie Model 248\u003c\/p\u003e \u003cp\u003e8.4 ACI Design Procedure to Build a Strut-and-Tie Model 251\u003c\/p\u003e \u003cp\u003e8.5 Strut-and-Tie Method According to AASHTO LRFD 259\u003c\/p\u003e \u003cp\u003e8.6 Deep Members 260\u003c\/p\u003e \u003cp\u003eReferences 277\u003c\/p\u003e \u003cp\u003eProblems 277\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 One-Way Slabs 279 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 Types of Slabs 279\u003c\/p\u003e \u003cp\u003e9.2 Design of One-Way Solid Slabs 281\u003c\/p\u003e \u003cp\u003e9.3 Design Limitations According to ACI Code 283\u003c\/p\u003e \u003cp\u003e9.4 Temperature and Shrinkage Reinforcement 283\u003c\/p\u003e \u003cp\u003e9.5 Reinforcement Details 284\u003c\/p\u003e \u003cp\u003e9.6 Distribution of Loads from One-Way Slabs to Supporting Beams 284\u003c\/p\u003e \u003cp\u003e9.7 One-Way Joist Floor System 289\u003c\/p\u003e \u003cp\u003eSummary 292\u003c\/p\u003e \u003cp\u003eReferences 293\u003c\/p\u003e \u003cp\u003eProblems 293\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Axially Loaded Columns 295 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Introduction 295\u003c\/p\u003e \u003cp\u003e10.2 Types of Columns 295\u003c\/p\u003e \u003cp\u003e10.3 Behavior of Axially Loaded Columns 296\u003c\/p\u003e \u003cp\u003e10.4 ACI Code Limitations 297\u003c\/p\u003e \u003cp\u003e10.5 Spiral Reinforcement 299\u003c\/p\u003e \u003cp\u003e10.6 Design Equations 300\u003c\/p\u003e \u003cp\u003e10.7 Axial Tension 301\u003c\/p\u003e \u003cp\u003e10.8 Long Columns 301\u003c\/p\u003e \u003cp\u003eSummary 304\u003c\/p\u003e \u003cp\u003eReferences 304\u003c\/p\u003e \u003cp\u003eProblems 305\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 Members in Compression and Bending 306 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction 306\u003c\/p\u003e \u003cp\u003e11.2 Design Assumptions for Columns 308\u003c\/p\u003e \u003cp\u003e11.3 Load–Moment Interaction Diagram 308\u003c\/p\u003e \u003cp\u003e11.4 Safety Provisions 310\u003c\/p\u003e \u003cp\u003e11.5 Balanced Condition: Rectangular Sections 311\u003c\/p\u003e \u003cp\u003e11.6 Column Sections under Eccentric Loading 314\u003c\/p\u003e \u003cp\u003e11.7 Strength of Columns for Tension Failure 315\u003c\/p\u003e \u003cp\u003e11.8 Strength of Columns for Compression Failure 317\u003c\/p\u003e \u003cp\u003e11.9 Interaction Diagram Example 322\u003c\/p\u003e \u003cp\u003e11.10 Rectangular Columns with Side Bars 324\u003c\/p\u003e \u003cp\u003e11.11 Load Capacity of Circular Columns 327\u003c\/p\u003e \u003cp\u003e11.12 Analysis and Design of Columns Using Charts 331\u003c\/p\u003e \u003cp\u003e11.13 Design of Columns under Eccentric Loading 336\u003c\/p\u003e \u003cp\u003e11.14 Biaxial Bending 341\u003c\/p\u003e \u003cp\u003e11.15 Circular Columns with Uniform Reinforcement under Biaxial Bending 343\u003c\/p\u003e \u003cp\u003e11.16 Square and Rectangular Columns under Biaxial Bending 345\u003c\/p\u003e \u003cp\u003e11.17 Parme Load Contour Method 346\u003c\/p\u003e \u003cp\u003e11.18 Equation of Failure Surface 350\u003c\/p\u003e \u003cp\u003e11.19 SI Example 352\u003c\/p\u003e \u003cp\u003eSummary 354\u003c\/p\u003e \u003cp\u003eReferences 355\u003c\/p\u003e \u003cp\u003eProblems 356\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 Slender Columns 360 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction 360\u003c\/p\u003e \u003cp\u003e12.2 Effective Column Length (\u003ci\u003eKlu\u003c\/i\u003e) 361\u003c\/p\u003e \u003cp\u003e12.3 Effective Length Factor (\u003ci\u003eK\u003c\/i\u003e) 363\u003c\/p\u003e \u003cp\u003e12.4 Member Stiffness (\u003ci\u003eEI\u003c\/i\u003e) 365\u003c\/p\u003e \u003cp\u003e12.5 Limitation of the Slenderness Ratio (\u003ci\u003eKu\u003c\/i\u003e¨M\u003ci\u003er\u003c\/i\u003e) 366\u003c\/p\u003e \u003cp\u003e12.6 Moment-Magnifier Design Method 367\u003c\/p\u003e \u003cp\u003eSummary 377\u003c\/p\u003e \u003cp\u003eReferences 378\u003c\/p\u003e \u003cp\u003eProblems 379\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 Footings 381 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction 381\u003c\/p\u003e \u003cp\u003e13.2 Types of Footings 383\u003c\/p\u003e \u003cp\u003e13.3 Distribution of Soil Pressure 384\u003c\/p\u003e \u003cp\u003e13.4 Design Considerations 386\u003c\/p\u003e \u003cp\u003e13.5 Plain Concrete Footings 395\u003c\/p\u003e \u003cp\u003e13.6 Combined Footings 407\u003c\/p\u003e \u003cp\u003e13.7 Footings under Eccentric Column Loads 413\u003c\/p\u003e \u003cp\u003e13.8 Footings under Biaxial Moment 414\u003c\/p\u003e \u003cp\u003e13.9 Slabs on Ground 417\u003c\/p\u003e \u003cp\u003e13.10 Footings on Piles 418\u003c\/p\u003e \u003cp\u003e13.11 SI Equations 418\u003c\/p\u003e \u003cp\u003eSummary 418\u003c\/p\u003e \u003cp\u003eReferences 420\u003c\/p\u003e \u003cp\u003eProblems 421\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 Retaining Walls 423 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction 423\u003c\/p\u003e \u003cp\u003e14.2 Types of Retaining Walls 423\u003c\/p\u003e \u003cp\u003e14.3 Forces on Retaining Walls 424\u003c\/p\u003e \u003cp\u003e14.4 Active and Passive Soil Pressures 425\u003c\/p\u003e \u003cp\u003e14.5 Effect of Surcharge 429\u003c\/p\u003e \u003cp\u003e14.6 Friction on the Retaining Wall Base 430\u003c\/p\u003e \u003cp\u003e14.7 Stability Against Overturning 431\u003c\/p\u003e \u003cp\u003e14.8 Proportions of Retaining Walls 432\u003c\/p\u003e \u003cp\u003e14.9 Design Requirements 433\u003c\/p\u003e \u003cp\u003e14.10 Drainage 433\u003c\/p\u003e \u003cp\u003e14.11 Basement Walls 444\u003c\/p\u003e \u003cp\u003eSummary 447\u003c\/p\u003e \u003cp\u003eReferences 448\u003c\/p\u003e \u003cp\u003eProblems 448\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 Design for Torsion 452 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction 452\u003c\/p\u003e \u003cp\u003e15.2 Torsional Moments in Beams 453\u003c\/p\u003e \u003cp\u003e15.3 Torsional Stresses 454\u003c\/p\u003e \u003cp\u003e15.4 Torsional Moment in Rectangular Sections 455\u003c\/p\u003e \u003cp\u003e15.5 Combined Shear and Torsion 458\u003c\/p\u003e \u003cp\u003e15.6 Torsion Theories for Concrete Members 458\u003c\/p\u003e \u003cp\u003e15.7 Torsional Strength of Plain Concrete Members 462\u003c\/p\u003e \u003cp\u003e15.8 Torsion in Reinforced Concrete Members (ACI Code Procedure) 462\u003c\/p\u003e \u003cp\u003e15.9 Summary of ACI Code Procedures 469\u003c\/p\u003e \u003cp\u003eSummary 476\u003c\/p\u003e \u003cp\u003eReferences 477\u003c\/p\u003e \u003cp\u003eProblems 477\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 Continuous Beams and Frames 480 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction 480\u003c\/p\u003e \u003cp\u003e16.2 Maximum Moments in Continuous Beams 480\u003c\/p\u003e \u003cp\u003e16.3 Building Frames 485\u003c\/p\u003e \u003cp\u003e16.4 Portal Frames 486\u003c\/p\u003e \u003cp\u003e16.5 General Frames 488\u003c\/p\u003e \u003cp\u003e16.6 Design of Frame Hinges 490\u003c\/p\u003e \u003cp\u003e16.7 Introduction to Limit Design 500\u003c\/p\u003e \u003cp\u003e16.8 The Collapse Mechanism 502\u003c\/p\u003e \u003cp\u003e16.9 Principles of Limit Design 502\u003c\/p\u003e \u003cp\u003e16.10 Upper and Lower Bounds of Load Factors 503\u003c\/p\u003e \u003cp\u003e16.11 Limit Analysis 504\u003c\/p\u003e \u003cp\u003e16.12 Rotation of Plastic Hinges 507\u003c\/p\u003e \u003cp\u003e16.13 Summary of Limit Design Procedure 513\u003c\/p\u003e \u003cp\u003e16.14 Moment Redistribution of Maximum Negative or Positive Moments in Continuous Beams 516\u003c\/p\u003e \u003cp\u003eSummary 523\u003c\/p\u003e \u003cp\u003eReferences 524\u003c\/p\u003e \u003cp\u003eProblems 525\u003c\/p\u003e \u003cp\u003e\u003cb\u003e17 Design of Two-Way Slabs 527 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Introduction 527\u003c\/p\u003e \u003cp\u003e17.2 Types of Two-Way Slabs 527\u003c\/p\u003e \u003cp\u003e17.3 Economical Choice of Concrete Floor Systems 529\u003c\/p\u003e \u003cp\u003e17.4 Design Concepts 532\u003c\/p\u003e \u003cp\u003e17.5 Column and Middle Strips 535\u003c\/p\u003e \u003cp\u003e17.6 Minimum Slab Thickness to Control Deflection 536\u003c\/p\u003e \u003cp\u003e17.7 Shear Strength of Slabs 540\u003c\/p\u003e \u003cp\u003e17.8 Analysis of Two-Way Slabs by the Direct Design Method 544\u003c\/p\u003e \u003cp\u003e17.9 Design Moments in Columns 569\u003c\/p\u003e \u003cp\u003e17.10 Transfer of Unbalanced Moments to Columns 570\u003c\/p\u003e \u003cp\u003e17.11 Waffle Slabs 581\u003c\/p\u003e \u003cp\u003e17.12 Equivalent Frame Method 589\u003c\/p\u003e \u003cp\u003eSummary 598\u003c\/p\u003e \u003cp\u003eReferences 598\u003c\/p\u003e \u003cp\u003eProblems 599\u003c\/p\u003e \u003cp\u003e\u003cb\u003e18 Stairs 601 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Introduction 601\u003c\/p\u003e \u003cp\u003e18.2 Types of Stairs 601\u003c\/p\u003e \u003cp\u003e18.3 Examples 617\u003c\/p\u003e \u003cp\u003eSummary 625\u003c\/p\u003e \u003cp\u003eReferences 625\u003c\/p\u003e \u003cp\u003eProblems 625\u003c\/p\u003e \u003cp\u003e\u003cb\u003e19 Introduction to Prestressed Concrete 627 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Prestressed Concrete 627\u003c\/p\u003e \u003cp\u003e19.2 Materials and Serviceability Requirements 637\u003c\/p\u003e \u003cp\u003e19.3 Loss of Prestress 639\u003c\/p\u003e \u003cp\u003e19.4 Analysis of Flexural Members 645\u003c\/p\u003e \u003cp\u003e19.5 Design of Flexural Members 654\u003c\/p\u003e \u003cp\u003e19.6 Cracking Moment 659\u003c\/p\u003e \u003cp\u003e19.7 Deflection 661\u003c\/p\u003e \u003cp\u003e19.8 Design for Shear 664\u003c\/p\u003e \u003cp\u003e19.9 Preliminary Design of Prestressed Concrete Flexural Members 670\u003c\/p\u003e \u003cp\u003e19.10 End-Block Stresses 672\u003c\/p\u003e \u003cp\u003eSummary 674\u003c\/p\u003e \u003cp\u003eReferences 675\u003c\/p\u003e \u003cp\u003eProblems 676\u003c\/p\u003e \u003cp\u003e\u003cb\u003e20 Seismic Design of Reinforced Concrete Structures 679 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e20.1 Introduction 679\u003c\/p\u003e \u003cp\u003e20.2 Seismic Design Category 679\u003c\/p\u003e \u003cp\u003e20.3 Analysis Procedures 695\u003c\/p\u003e \u003cp\u003e20.4 Load Combinations 708\u003c\/p\u003e \u003cp\u003e20.5 Special Requirements in Design of Structures Subjected to Earthquake Loads 709\u003c\/p\u003e \u003cp\u003eReferences 740\u003c\/p\u003e \u003cp\u003eProblems 740\u003c\/p\u003e \u003cp\u003e\u003cb\u003e21 Beams Curved in Plan 742 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e21.1 Introduction 742\u003c\/p\u003e \u003cp\u003e21.2 Uniformly Loaded Circular Beams 742\u003c\/p\u003e \u003cp\u003e21.3 Semicircular Beam Fixed at End Supports 749\u003c\/p\u003e \u003cp\u003e21.4 Fixed-End Semicircular Beam under Uniform Loading 753\u003c\/p\u003e \u003cp\u003e21.5 Circular Beam Subjected to Uniform Loading 755\u003c\/p\u003e \u003cp\u003e21.6 Circular Beam Subjected to a Concentrated Load at Midspan 758\u003c\/p\u003e \u003cp\u003e21.7 V-Shape Beams Subjected to Uniform Loading 761\u003c\/p\u003e \u003cp\u003e21.8 V-Shape Beams Subjected to a Concentrated Load at the Centerline of the Beam 763\u003c\/p\u003e \u003cp\u003eSummary 768\u003c\/p\u003e \u003cp\u003eReferences 768\u003c\/p\u003e \u003cp\u003eProblems 768\u003c\/p\u003e \u003cp\u003e\u003cb\u003e22 Prestressed Concrete Bridge Design Based on AASHTO LRFD Bridge Design Specifications 769 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e22.1 Introduction 769\u003c\/p\u003e \u003cp\u003e22.2 Typical Cross Sections 769\u003c\/p\u003e \u003cp\u003e22.3 Design Philosophy of AASHTO Specificatioins 773\u003c\/p\u003e \u003cp\u003e22.4 Load Factors and Combinations (AASHTO 3.4) 773\u003c\/p\u003e \u003cp\u003e22.5 Gravity Loads 776\u003c\/p\u003e \u003cp\u003e22.6 Design for Flexural and Axial Force Effects (AASHTO 5.6) 784\u003c\/p\u003e \u003cp\u003e22.7 Design for Shear (AASHTO 5.8) 785\u003c\/p\u003e \u003cp\u003e22.8 Loss of Prestress (AASHTO 5.9.3) 791\u003c\/p\u003e \u003cp\u003e22.9 Deflections (AASHTO 5.6.3.5.2) 792\u003c\/p\u003e \u003cp\u003eReferences 816\u003c\/p\u003e \u003cp\u003e\u003cb\u003e23 Review Problems on Concrete Building Components 817 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003e24 Design and Analysis Flowcharts 840 \u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eAppendix A: Design Tables (U.S. Customary Units) 864\u003c\/p\u003e \u003cp\u003eAppendix B: Design Tables (SI Units) 874\u003c\/p\u003e \u003cp\u003eAppendix C: Structural Aids 882\u003c\/p\u003e \u003cp\u003eIndex 903\u003c\/p\u003e\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley","offers":[{"title":"Brand 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