{"product_id":"design-of-reinforced-concrete-isbn-9781118879108","title":"Design of Reinforced Concrete","description":"\u003cp\u003e\u003ci\u003eDesign of Reinforced Concrete, 10th Edition\u003c\/i\u003e by Jack McCormac and Russell Brown, introduces the fundamentals of reinforced concrete design in a clear and comprehensive manner and grounded in the basic principles of mechanics of solids. Students build on their understanding of basic mechanics to learn new concepts such as compressive stress and strain in concrete, while applying current ACI Code.\u003c\/p\u003e \u003cp\u003ePreface xi\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Introduction 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e1.1 Concrete and Reinforced Concrete, 1\u003c\/p\u003e \u003cp\u003e1.2 Advantages of Reinforced Concrete as a Structural Material, 1\u003c\/p\u003e \u003cp\u003e1.3 Disadvantages of Reinforced Concrete as a Structural Material, 2\u003c\/p\u003e \u003cp\u003e1.4 Historical Background, 3\u003c\/p\u003e \u003cp\u003e1.5 Comparison of Reinforced Concrete and Structural Steel for Buildings and Bridges, 5\u003c\/p\u003e \u003cp\u003e1.6 Compatibility of Concrete and Steel, 6\u003c\/p\u003e \u003cp\u003e1.7 Design Codes, 6\u003c\/p\u003e \u003cp\u003e1.8 Summary of 2014 ACI Code Changes, 7\u003c\/p\u003e \u003cp\u003e1.9 SI Units and Shaded Areas, 7\u003c\/p\u003e \u003cp\u003e1.10 Types of Portland Cement, 8\u003c\/p\u003e \u003cp\u003e1.11 Admixtures, 9\u003c\/p\u003e \u003cp\u003e1.12 Properties of Concrete, 10\u003c\/p\u003e \u003cp\u003e1.13 Aggregates, 17\u003c\/p\u003e \u003cp\u003e1.14 High-Strength Concretes, 18\u003c\/p\u003e \u003cp\u003e1.15 Fiber-Reinforced Concretes, 20\u003c\/p\u003e \u003cp\u003e1.16 Concrete Durability, 21\u003c\/p\u003e \u003cp\u003e1.17 Reinforcing Steel, 21\u003c\/p\u003e \u003cp\u003e1.18 Grades of Reinforcing Steel, 23\u003c\/p\u003e \u003cp\u003e1.19 SI Bar Sizes and Material Strengths, 24\u003c\/p\u003e \u003cp\u003e1.20 Corrosive Environments, 26\u003c\/p\u003e \u003cp\u003e1.21 Identifying Marks on Reinforcing Bars, 26\u003c\/p\u003e \u003cp\u003e1.22 Introduction to Loads, 26\u003c\/p\u003e \u003cp\u003e1.23 Dead Loads, 27\u003c\/p\u003e \u003cp\u003e1.24 Live Loads, 28\u003c\/p\u003e \u003cp\u003e1.25 Environmental Loads, 30\u003c\/p\u003e \u003cp\u003e1.26 Selection of Design Loads, 31\u003c\/p\u003e \u003cp\u003e1.27 Calculation Accuracy, 32\u003c\/p\u003e \u003cp\u003e1.28 Impact of Computers on Reinforced Concrete Design, 33\u003c\/p\u003e \u003cp\u003eProblems, 33\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Flexural Analysis of Beams 34\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e2.1 Introduction, 34\u003c\/p\u003e \u003cp\u003e2.2 Cracking Moment, 37\u003c\/p\u003e \u003cp\u003e2.3 Elastic Stresses—Concrete Cracked, 40\u003c\/p\u003e \u003cp\u003e2.4 Ultimate or Nominal Flexural Moments, 47\u003c\/p\u003e \u003cp\u003e2.5 SI Example, 50\u003c\/p\u003e \u003cp\u003e2.6 Computer Examples, 51\u003c\/p\u003e \u003cp\u003eProblems, 53\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Strength Analysis of Beams According to ACI Code 64\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e3.1 Design Methods, 64\u003c\/p\u003e \u003cp\u003e3.2 Advantages of Strength Design, 65\u003c\/p\u003e \u003cp\u003e3.3 Structural Safety, 65\u003c\/p\u003e \u003cp\u003e3.4 Derivation of Beam Expressions, 66\u003c\/p\u003e \u003cp\u003e3.5 Strains in Flexural Members, 69\u003c\/p\u003e \u003cp\u003e3.6 Balanced Sections, Tension-Controlled Sections, and Compression-Controlled or Brittle Sections, 70\u003c\/p\u003e \u003cp\u003e3.7 Strength Reduction or 𝜙 Factors, 70\u003c\/p\u003e \u003cp\u003e3.8 Minimum Percentage of Steel, 72\u003c\/p\u003e \u003cp\u003e3.9 Balanced Steel Percentage, 74\u003c\/p\u003e \u003cp\u003e3.10 Example Problems, 75\u003c\/p\u003e \u003cp\u003e3.11 Computer Examples, 79\u003c\/p\u003e \u003cp\u003eProblems, 79\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Design of Rectangular Beams and One-Way Slabs 81\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e4.1 Load Factors, 81\u003c\/p\u003e \u003cp\u003e4.2 Design of Rectangular Beams, 83\u003c\/p\u003e \u003cp\u003e4.3 Beam Design Examples, 88\u003c\/p\u003e \u003cp\u003e4.4 Miscellaneous Beam Considerations, 94\u003c\/p\u003e \u003cp\u003e4.5 Determining Steel Area When Beam Dimensions Are Predetermined, 95\u003c\/p\u003e \u003cp\u003e4.6 Bundled Bars, 97\u003c\/p\u003e \u003cp\u003e4.7 One-Way Slabs, 98\u003c\/p\u003e \u003cp\u003e4.8 Cantilever Beams and Continuous Beams, 101\u003c\/p\u003e \u003cp\u003e4.9 SI Example, 102\u003c\/p\u003e \u003cp\u003e4.10 Computer Example, 104\u003c\/p\u003e \u003cp\u003eProblems, 105\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 Analysis and Design of T Beams and Doubly Reinforced Beams 110\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e5.1 T Beams, 110\u003c\/p\u003e \u003cp\u003e5.2 Analysis of T Beams, 112\u003c\/p\u003e \u003cp\u003e5.3 Another Method for Analyzing T Beams, 116\u003c\/p\u003e \u003cp\u003e5.4 Design of T Beams, 117\u003c\/p\u003e \u003cp\u003e5.5 Design of T Beams for Negative Moments, 123\u003c\/p\u003e \u003cp\u003e5.6 L-Shaped Beams, 125\u003c\/p\u003e \u003cp\u003e5.7 Compression Steel, 125\u003c\/p\u003e \u003cp\u003e5.8 Design of Doubly Reinforced Beams, 130\u003c\/p\u003e \u003cp\u003e5.9 SI Examples, 134\u003c\/p\u003e \u003cp\u003e5.10 Computer Examples, 136\u003c\/p\u003e \u003cp\u003eProblems, 141\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Serviceability 152\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e6.1 Introduction, 152\u003c\/p\u003e \u003cp\u003e6.2 Importance of Deflections, 152\u003c\/p\u003e \u003cp\u003e6.3 Control of Deflections, 153\u003c\/p\u003e \u003cp\u003e6.4 Calculation of Deflections, 154\u003c\/p\u003e \u003cp\u003e6.5 Effective Moments of Inertia, 154\u003c\/p\u003e \u003cp\u003e6.6 Long-Term Deflections, 157\u003c\/p\u003e \u003cp\u003e6.7 Simple-Beam Deflections, 159\u003c\/p\u003e \u003cp\u003e6.8 Continuous-Beam Deflections, 161\u003c\/p\u003e \u003cp\u003e6.9 Types of Cracks, 167\u003c\/p\u003e \u003cp\u003e6.10 Control of Flexural Cracks, 168\u003c\/p\u003e \u003cp\u003e6.11 ACI Code Provisions Concerning Cracks, 171\u003c\/p\u003e \u003cp\u003e6.12 SI Example, 172\u003c\/p\u003e \u003cp\u003e6.13 Miscellaneous Cracks, 173\u003c\/p\u003e \u003cp\u003e6.14 Computer Example, 173\u003c\/p\u003e \u003cp\u003eProblems, 175\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Bond, Development Lengths, and Splices 180\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e7.1 Cutting Off or Bending Bars, 180\u003c\/p\u003e \u003cp\u003e7.2 Bond Stresses, 183\u003c\/p\u003e \u003cp\u003e7.3 Development Lengths for Tension Reinforcement, 185\u003c\/p\u003e \u003cp\u003e7.4 Development Lengths for Bundled Bars, 193\u003c\/p\u003e \u003cp\u003e7.5 Hooks, 194\u003c\/p\u003e \u003cp\u003e7.6 Development Lengths for Welded Wire Fabric in Tension, 200\u003c\/p\u003e \u003cp\u003e7.7 Development Lengths for Compression Bars, 201\u003c\/p\u003e \u003cp\u003e7.8 Critical Sections for Development Length, 203\u003c\/p\u003e \u003cp\u003e7.9 Effect of Combined Shear and Moment on Development Lengths, 203\u003c\/p\u003e \u003cp\u003e7.10 Effect of Shape of Moment Diagram on Development Lengths, 204\u003c\/p\u003e \u003cp\u003e7.11 Cutting Off or Bending Bars (Continued), 205\u003c\/p\u003e \u003cp\u003e7.12 Bar Splices in Flexural Members, 208\u003c\/p\u003e \u003cp\u003e7.13 Tension Splices, 209\u003c\/p\u003e \u003cp\u003e7.14 Compression Splices, 210\u003c\/p\u003e \u003cp\u003e7.15 Headed and Mechanically Anchored Bars, 211\u003c\/p\u003e \u003cp\u003e7.16 SI Example, 212\u003c\/p\u003e \u003cp\u003e7.17 Computer Example, 213\u003c\/p\u003e \u003cp\u003eProblems, 214\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Shear and Diagonal Tension 220\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e8.1 Introduction, 220\u003c\/p\u003e \u003cp\u003e8.2 Shear Stresses in Concrete Beams, 220\u003c\/p\u003e \u003cp\u003e8.3 Lightweight Concrete, 221\u003c\/p\u003e \u003cp\u003e8.4 Shear Strength of Concrete, 221\u003c\/p\u003e \u003cp\u003e8.5 Shear Cracking of Reinforced Concrete Beams, 223\u003c\/p\u003e \u003cp\u003e8.6 Web Reinforcement, 224\u003c\/p\u003e \u003cp\u003e8.7 Behavior of Beams with Web Reinforcement, 225\u003c\/p\u003e \u003cp\u003e8.8 Design for Shear, 227\u003c\/p\u003e \u003cp\u003e8.9 ACI Code Requirements, 229\u003c\/p\u003e \u003cp\u003e8.10 Shear Design Example Problems, 233\u003c\/p\u003e \u003cp\u003e8.11 Economical Spacing of Stirrups, 243\u003c\/p\u003e \u003cp\u003e8.12 Shear Friction and Corbels, 245\u003c\/p\u003e \u003cp\u003e8.13 Shear Strength of Members Subjected to Axial Forces, 247\u003c\/p\u003e \u003cp\u003e8.14 Shear Design Provisions for Deep Beams, 249\u003c\/p\u003e \u003cp\u003e8.15 Introductory Comments on Torsion, 250\u003c\/p\u003e \u003cp\u003e8.16 SI Example, 252\u003c\/p\u003e \u003cp\u003e8.17 Computer Example, 253\u003c\/p\u003e \u003cp\u003eProblems, 254\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Introduction to Columns 259\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e9.1 General, 259\u003c\/p\u003e \u003cp\u003e9.2 Types of Columns, 260\u003c\/p\u003e \u003cp\u003e9.3 Axial Load Capacity of Columns, 262\u003c\/p\u003e \u003cp\u003e9.4 Failure of Tied and Spiral Columns, 262\u003c\/p\u003e \u003cp\u003e9.5 Code Requirements for Cast-in-Place Columns, 265\u003c\/p\u003e \u003cp\u003e9.6 Safety Provisions for Columns, 267\u003c\/p\u003e \u003cp\u003e9.7 Design Formulas, 268\u003c\/p\u003e \u003cp\u003e9.8 Comments on Economical Column Design, 269\u003c\/p\u003e \u003cp\u003e9.9 Design of Axially Loaded Columns, 270\u003c\/p\u003e \u003cp\u003e9.10 SI Example, 273\u003c\/p\u003e \u003cp\u003e9.11 Computer Example, 274\u003c\/p\u003e \u003cp\u003eProblems, 275\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Design of Short Columns Subject to Axial Load and Bending 277\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e10.1 Axial Load and Bending, 277\u003c\/p\u003e \u003cp\u003e10.2 The Plastic Centroid, 278\u003c\/p\u003e \u003cp\u003e10.3 Development of Interaction Diagrams, 280\u003c\/p\u003e \u003cp\u003e10.4 Use of Interaction Diagrams, 286\u003c\/p\u003e \u003cp\u003e10.5 Code Modifications of Column Interaction Diagrams, 288\u003c\/p\u003e \u003cp\u003e10.6 Design and Analysis of Eccentrically Loaded Columns Using Interaction Diagrams, 289\u003c\/p\u003e \u003cp\u003e10.7 Shear in Columns, 297\u003c\/p\u003e \u003cp\u003e10.8 Biaxial Bending, 298\u003c\/p\u003e \u003cp\u003e10.9 Design of Biaxially Loaded Columns, 302\u003c\/p\u003e \u003cp\u003e10.10 Continued Discussion of Capacity Reduction Factors, 𝜙, 305\u003c\/p\u003e \u003cp\u003e10.11 Computer Example, 306\u003c\/p\u003e \u003cp\u003eProblems, 308\u003c\/p\u003e \u003cp\u003e\u003cb\u003e11 Slender Columns 313\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e11.1 Introduction, 313\u003c\/p\u003e \u003cp\u003e11.2 Nonsway and Sway Frames, 313\u003c\/p\u003e \u003cp\u003e11.3 Slenderness Effects, 314\u003c\/p\u003e \u003cp\u003e11.4 Determining k Factors with Alignment Charts, 316\u003c\/p\u003e \u003cp\u003e11.5 Determining k Factors with Equations, 318\u003c\/p\u003e \u003cp\u003e11.6 First-Order Analyses Using Special Member Properties, 319\u003c\/p\u003e \u003cp\u003e11.7 Slender Columns in Nonsway and Sway Frames, 320\u003c\/p\u003e \u003cp\u003e11.8 ACI Code Treatments of Slenderness Effects, 323\u003c\/p\u003e \u003cp\u003e11.9 Magnification of Column Moments in Nonsway Frames, 323\u003c\/p\u003e \u003cp\u003e11.10 Magnification of Column Moments in Sway Frames, 328\u003c\/p\u003e \u003cp\u003e11.11 Analysis of Sway Frames, 331\u003c\/p\u003e \u003cp\u003e11.12 Computer Examples, 337\u003c\/p\u003e \u003cp\u003eProblems, 340\u003c\/p\u003e \u003cp\u003e\u003cb\u003e12 Footings 343\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e12.1 Introduction, 343\u003c\/p\u003e \u003cp\u003e12.2 Types of Footings, 343\u003c\/p\u003e \u003cp\u003e12.3 Actual Soil Pressures, 345\u003c\/p\u003e \u003cp\u003e12.4 Allowable Soil Pressures, 346\u003c\/p\u003e \u003cp\u003e12.5 Design of Wall Footings, 348\u003c\/p\u003e \u003cp\u003e12.6 Design of Square Isolated Footings, 353\u003c\/p\u003e \u003cp\u003e12.7 Footings Supporting Round or Regular Polygon-Shaped Columns, 359\u003c\/p\u003e \u003cp\u003e12.8 Load Transfer from Columns to Footings, 359\u003c\/p\u003e \u003cp\u003e12.9 Rectangular Isolated Footings, 364\u003c\/p\u003e \u003cp\u003e12.10 Combined Footings, 367\u003c\/p\u003e \u003cp\u003e12.11 Footing Design for Equal Settlements, 373\u003c\/p\u003e \u003cp\u003e12.12 Footings Subjected to Axial Loads and Moments, 375\u003c\/p\u003e \u003cp\u003e12.13 Transfer of Horizontal Forces, 377\u003c\/p\u003e \u003cp\u003e12.14 Plain Concrete Footings, 378\u003c\/p\u003e \u003cp\u003e12.15 SI Example, 381\u003c\/p\u003e \u003cp\u003e12.16 Computer Examples, 383\u003c\/p\u003e \u003cp\u003eProblems, 386\u003c\/p\u003e \u003cp\u003e\u003cb\u003e13 Retaining Walls 389\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e13.1 Introduction, 389\u003c\/p\u003e \u003cp\u003e13.2 Types of Retaining Walls, 389\u003c\/p\u003e \u003cp\u003e13.3 Drainage, 392\u003c\/p\u003e \u003cp\u003e13.4 Failures of Retaining Walls, 393\u003c\/p\u003e \u003cp\u003e13.5 Lateral Pressure on Retaining Walls, 393\u003c\/p\u003e \u003cp\u003e13.6 Footing Soil Pressures, 398\u003c\/p\u003e \u003cp\u003e13.7 Design of Semigravity Retaining Walls, 399\u003c\/p\u003e \u003cp\u003e13.8 Effect of Surcharge, 402\u003c\/p\u003e \u003cp\u003e13.9 Estimating the Sizes of Cantilever Retaining Walls, 403\u003c\/p\u003e \u003cp\u003e13.10 Design Procedure for Cantilever Retaining Walls, 407\u003c\/p\u003e \u003cp\u003e13.11 Cracks and Wall Joints, 418\u003c\/p\u003e \u003cp\u003eProblems, 420\u003c\/p\u003e \u003cp\u003e\u003cb\u003e14 Continuous Reinforced Concrete Structures 425\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e14.1 Introduction, 425\u003c\/p\u003e \u003cp\u003e14.2 General Discussion of Analysis Methods, 425\u003c\/p\u003e \u003cp\u003e14.3 Qualitative Influence Lines, 425\u003c\/p\u003e \u003cp\u003e14.4 Limit Design, 428\u003c\/p\u003e \u003cp\u003e14.5 Limit Design under the ACI Code, 435\u003c\/p\u003e \u003cp\u003e14.6 Preliminary Design of Members, 438\u003c\/p\u003e \u003cp\u003e14.7 Approximate Analysis of Continuous Frames for Vertical Loads, 438\u003c\/p\u003e \u003cp\u003e14.8 Approximate Analysis of Continuous Frames for Lateral Loads, 448\u003c\/p\u003e \u003cp\u003e14.9 Computer Analysis of Building Frames, 451\u003c\/p\u003e \u003cp\u003e14.10 Lateral Bracing for Buildings, 452\u003c\/p\u003e \u003cp\u003e14.11 Development Length Requirements for Continuous Members, 452\u003c\/p\u003e \u003cp\u003eProblems, 458\u003c\/p\u003e \u003cp\u003e\u003cb\u003e15 Torsion 463\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e15.1 Introduction, 463\u003c\/p\u003e \u003cp\u003e15.2 Torsional Reinforcing, 464\u003c\/p\u003e \u003cp\u003e15.3 Torsional Moments That Have to Be Considered in Design, 467\u003c\/p\u003e \u003cp\u003e15.4 Torsional Stresses, 468\u003c\/p\u003e \u003cp\u003e15.5 When Torsional Reinforcement Is Required by the ACI, 469\u003c\/p\u003e \u003cp\u003e15.6 Torsional Moment Strength, 470\u003c\/p\u003e \u003cp\u003e15.7 Design of Torsional Reinforcing, 471\u003c\/p\u003e \u003cp\u003e15.8 Additional ACI Requirements, 472\u003c\/p\u003e \u003cp\u003e15.9 Example Problems Using U.S. Customary Units, 473\u003c\/p\u003e \u003cp\u003e15.10 SI Equations and Example Problem, 476\u003c\/p\u003e \u003cp\u003e15.11 Computer Example, 480\u003c\/p\u003e \u003cp\u003eProblems, 481\u003c\/p\u003e \u003cp\u003e\u003cb\u003e16 Two-Way Slabs, Direct Design Method 485\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e16.1 Introduction, 485\u003c\/p\u003e \u003cp\u003e16.2 Analysis of Two-Way Slabs, 488\u003c\/p\u003e \u003cp\u003e16.3 Design of Two-Way Slabs by the ACI Code, 488\u003c\/p\u003e \u003cp\u003e16.4 Column and Middle Strips, 489\u003c\/p\u003e \u003cp\u003e16.5 Shear Resistance of Slabs, 490\u003c\/p\u003e \u003cp\u003e16.6 Depth Limitations and Stiffness Requirements, 492\u003c\/p\u003e \u003cp\u003e16.7 Limitations of Direct Design Method, 498\u003c\/p\u003e \u003cp\u003e16.8 Distribution of Moments in Slabs, 498\u003c\/p\u003e \u003cp\u003e16.9 Design of an Interior Flat Plate, 504\u003c\/p\u003e \u003cp\u003e16.10 Placing of Live Loads, 508\u003c\/p\u003e \u003cp\u003e16.11 Analysis of Two-Way Slabs with Beams, 509\u003c\/p\u003e \u003cp\u003e16.12 Transfer of Moments and Shears between Slabs and Columns, 515\u003c\/p\u003e \u003cp\u003e16.13 Openings in Slab Systems, 520\u003c\/p\u003e \u003cp\u003e16.14 Computer Example, 521\u003c\/p\u003e \u003cp\u003eProblems, 523\u003c\/p\u003e \u003cp\u003e\u003cb\u003e17 Two-Way Slabs, Equivalent Frame Method 524\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e17.1 Moment Distribution for Nonprismatic Members, 524\u003c\/p\u003e \u003cp\u003e17.2 Introduction to the Equivalent Frame Method, 525\u003c\/p\u003e \u003cp\u003e17.3 Properties of Slab Beams, 527\u003c\/p\u003e \u003cp\u003e17.4 Properties of Columns, 530\u003c\/p\u003e \u003cp\u003e17.5 Example Problem, 532\u003c\/p\u003e \u003cp\u003e17.6 Computer Analysis, 536\u003c\/p\u003e \u003cp\u003e17.7 Computer Example, 537\u003c\/p\u003e \u003cp\u003eProblems, 538\u003c\/p\u003e \u003cp\u003e\u003cb\u003e18 Walls 539\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e18.1 Introduction, 539\u003c\/p\u003e \u003cp\u003e18.2 Non-Load-Bearing Walls, 539\u003c\/p\u003e \u003cp\u003e18.3 Load-Bearing Concrete Walls—Empirical Design Method, 540\u003c\/p\u003e \u003cp\u003e18.4 Load-Bearing Concrete Walls—Rational Design, 543\u003c\/p\u003e \u003cp\u003e18.5 Shear Walls, 545\u003c\/p\u003e \u003cp\u003e18.6 ACI Provisions for Shear Walls, 549\u003c\/p\u003e \u003cp\u003e18.7 Economy in Wall Construction, 555\u003c\/p\u003e \u003cp\u003e18.8 Computer Example, 555\u003c\/p\u003e \u003cp\u003eProblems, 557\u003c\/p\u003e \u003cp\u003e\u003cb\u003e19 Prestressed Concrete 559\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e19.1 Introduction, 559\u003c\/p\u003e \u003cp\u003e19.2 Advantages and Disadvantages of Prestressed Concrete, 561\u003c\/p\u003e \u003cp\u003e19.3 Pretensioning and Posttensioning, 561\u003c\/p\u003e \u003cp\u003e19.4 Materials Used for Prestressed Concrete, 562\u003c\/p\u003e \u003cp\u003e19.5 Stress Calculations, 564\u003c\/p\u003e \u003cp\u003e19.6 Shapes of Prestressed Sections, 568\u003c\/p\u003e \u003cp\u003e19.7 Prestress Losses, 570\u003c\/p\u003e \u003cp\u003e19.8 Ultimate Strength of Prestressed Sections, 573\u003c\/p\u003e \u003cp\u003e19.9 Deflections, 576\u003c\/p\u003e \u003cp\u003e19.10 Shear in Prestressed Sections, 580\u003c\/p\u003e \u003cp\u003e19.11 Design of Shear Reinforcement, 582\u003c\/p\u003e \u003cp\u003e19.12 Additional Topics, 586\u003c\/p\u003e \u003cp\u003e19.13 Computer Example, 588\u003c\/p\u003e \u003cp\u003eProblems, 589\u003c\/p\u003e \u003cp\u003e\u003cb\u003e20 Reinforced Concrete Masonry (Online only at www.wiley.com\/college\/mccormac) 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e20.1 Introduction, 1\u003c\/p\u003e \u003cp\u003e20.2 Masonry Materials, 1\u003c\/p\u003e \u003cp\u003e20.3 Specified Compressive Strength of Masonry, 5\u003c\/p\u003e \u003cp\u003e20.4 Maximum Flexural Tensile Reinforcement, 6\u003c\/p\u003e \u003cp\u003e20.5 Walls with Out-of-Plane Loads—Non-Load-Bearing Walls, 6\u003c\/p\u003e \u003cp\u003e20.6 Masonry Lintels, 10\u003c\/p\u003e \u003cp\u003e20.7 Walls with Out-of-Plane Loads—Load-Bearing Walls, 15\u003c\/p\u003e \u003cp\u003e20.8 Walls with In-Plane Loading—Shear Walls, 22\u003c\/p\u003e \u003cp\u003e20.9 Computer Example, 27\u003c\/p\u003e \u003cp\u003eProblems, 29\u003c\/p\u003e \u003cp\u003e\u003cb\u003eA Tables and Graphs: U.S. Customary Units 593\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eB Tables in SI Units 631\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003e\u003cb\u003eC The Strut-and-Tie Method of Design (Online only at www.wiley.com\/college\/mccormac) 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eC.1 Introduction, 1\u003c\/p\u003e \u003cp\u003eC.2 Deep Beams, 1\u003c\/p\u003e \u003cp\u003eC.3 Shear Span and Behavior Regions, 1\u003c\/p\u003e \u003cp\u003eC.4 Truss Analogy, 3\u003c\/p\u003e \u003cp\u003eC.5 Definitions, 4\u003c\/p\u003e \u003cp\u003eC.6 ACI Code Requirements for Strut-and-Tie Design, 4\u003c\/p\u003e \u003cp\u003eC.7 Selecting a Truss Model, 6\u003c\/p\u003e \u003cp\u003eC.8 Angles of Struts in Truss Models, 8\u003c\/p\u003e \u003cp\u003eC.9 Design Procedure, 8\u003c\/p\u003e \u003cp\u003e\u003cb\u003eD Seismic Design of Reinforced Concrete Structures (Online only at \u003c\/b\u003e\u003cb\u003ewww.wiley.com\/college\/mccormac) 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eD.1 Introduction, 1\u003c\/p\u003e \u003cp\u003eD.2 Maximum Considered Earthquake, 2\u003c\/p\u003e \u003cp\u003eD.3 Soil Site Class, 2\u003c\/p\u003e \u003cp\u003eD.4 Risk and Importance Factors, 4\u003c\/p\u003e \u003cp\u003eD.5 Seismic Design Categories, 5\u003c\/p\u003e \u003cp\u003eD.6 Seismic Design Loads, 5\u003c\/p\u003e \u003cp\u003eD.7 Detailing Requirements for Different Classes of Reinforced Concrete Moment Frames, 9\u003c\/p\u003e \u003cp\u003eProblems, 16\u003c\/p\u003e \u003cp\u003eGlossary 637\u003c\/p\u003e \u003cp\u003eIndex 641\u003c\/p\u003e  \u003cp\u003e\u003cstrong\u003eJack C. McCormac\u003c\/strong\u003e is Alumni Distinguished Professor o Civil Engineering, Emeritus at Clemson University. He holds a BS in civil engineering from the Citadel, an MS in civil engineering from Massachusetts Institute of Technology, and a Doctor of Letters from Clemson University. His contributions to engineering education and the engineering profession have been recognized by many, including the American Society for Engineering Education, the American Institute of Steel Construction, and the American Concrete Institute. Professor McCormac was included in the International Who's Who in Engineering, and was named by the Engineering News-Record as one of the top 125 engineers or architects in the world in the last 125 years for his contributions to the construction industry. He was one of only two educators living in the world today to receive this honor. Professor McCormac belongs to the American Society of Civil Engineers and served as the principal civil engineering grader for the National Council of Examiners for Engineering and Surveying for many years.\u003c\/p\u003e","brand":"Wiley","offers":[{"title":"Default Title","offer_id":47989046509797,"sku":"NP9781118879108","price":194.0,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9781118879108.jpg?v=1761782571","url":"https:\/\/k12savings.com\/es\/products\/design-of-reinforced-concrete-isbn-9781118879108","provider":"K12savings","version":"1.0","type":"link"}