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Design of Reinforced Concrete Vital Source e-bog
Jack C. McCormac
(2015)
Design of Reinforced Concrete Vital Source e-bog
Jack C. McCormac og Russell H. Brown
(2015)
Design of Reinforced Concrete
Jack C. McCormac og Russell H. Brown
(2015)
Sprog: Engelsk
om ca. 10 hverdage
Detaljer om varen
- 10. Udgave
- Vital Source searchable e-book (Fixed pages)
- Udgiver: John Wiley & Sons (September 2015)
- ISBN: 9781118878934
Bookshelf online: 5 år fra købsdato.
Bookshelf appen: ubegrænset dage fra købsdato.
Udgiveren oplyser at følgende begrænsninger er gældende for dette produkt:
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Detaljer om varen
- 10. Udgave
- Vital Source searchable e-book (Reflowable pages)
- Udgiver: John Wiley & Sons (September 2015)
- Forfattere: Jack C. McCormac og Russell H. Brown
- ISBN: 9781119220152
Bookshelf online: 5 år fra købsdato.
Bookshelf appen: ubegrænset dage fra købsdato.
Udgiveren oplyser at følgende begrænsninger er gældende for dette produkt:
Print: 10 sider kan printes ad gangen
Copy: højest 2 sider i alt kan kopieres (copy/paste)
Detaljer om varen
- 10. Udgave
- Hardback: 672 sider
- Udgiver: John Wiley & Sons, Incorporated (September 2015)
- Forfattere: Jack C. McCormac og Russell H. Brown
- ISBN: 9781118879108
1.1 Concrete and Reinforced Concrete, 1
1.2 Advantages of Reinforced Concrete as a Structural Material, 1
1.3 Disadvantages of Reinforced Concrete as a Structural Material, 2
1.4 Historical Background, 3
1.5 Comparison of Reinforced Concrete and Structural Steel for Buildings and Bridges, 5
1.6 Compatibility of Concrete and Steel, 6
1.7 Design Codes, 6
1.8 Summary of 2014 ACI Code Changes, 7
1.9 SI Units and Shaded Areas, 7
1.10 Types of Portland Cement, 8
1.11 Admixtures, 9
1.12 Properties of Concrete, 10
1.13 Aggregates, 17
1.14 High-Strength Concretes, 18
1.15 Fiber-Reinforced Concretes, 20
1.16 Concrete Durability, 21
1.17 Reinforcing Steel, 21
1.18 Grades of Reinforcing Steel, 23
1.19 SI Bar Sizes and Material Strengths, 24
1.20 Corrosive Environments, 26
1.21 Identifying Marks on Reinforcing Bars, 26
1.22 Introduction to Loads, 26
1.23 Dead Loads, 27
1.24 Live Loads, 28
1.25 Environmental Loads, 30
1.26 Selection of Design Loads, 31
1.27 Calculation Accuracy, 32
1.28 Impact of Computers on Reinforced Concrete Design, 33 Problems, 33 2 Flexural Analysis of Beams 34
2.1 Introduction, 34
2.2 Cracking Moment, 37
2.3 Elastic Stresses--Concrete Cracked, 40
2.4 Ultimate or Nominal Flexural Moments, 47
2.5 SI Example, 50
2.6 Computer Examples, 51 Problems, 53 3 Strength Analysis of Beams According to ACI Code 64
3.1 Design Methods, 64
3.2 Advantages of Strength Design, 65
3.3 Structural Safety, 65
3.4 Derivation of Beam Expressions, 66
3.5 Strains in Flexural Members, 69
3.6 Balanced Sections, Tension-Controlled Sections, and Compression-Controlled or Brittle Sections, 70
3.7 Strength Reduction or Factors, 70
3.8 Minimum Percentage of Steel, 72
3.9 Balanced Steel Percentage, 74
3.10 Example Problems, 75
3.11 Computer Examples, 79 Problems, 79 4 Design of Rectangular Beams and One-Way Slabs 81
4.1 Load Factors, 81
4.2 Design of Rectangular Beams, 83
4.3 Beam Design Examples, 88
4.4 Miscellaneous Beam Considerations, 94
4.5 Determining Steel Area When Beam Dimensions Are Predetermined, 95
4.6 Bundled Bars, 97
4.7 One-Way Slabs, 98
4.8 Cantilever Beams and Continuous Beams, 101
4.9 SI Example, 102
4.10 Computer Example, 104 Problems, 105 5 Analysis and Design of T Beams and Doubly Reinforced Beams 110
5.1 T Beams, 110
5.2 Analysis of T Beams, 112
5.3 Another Method for Analyzing T Beams, 116
5.4 Design of T Beams, 117
5.5 Design of T Beams for Negative Moments, 123
5.6 L-Shaped Beams, 125
5.7 Compression Steel, 125
5.8 Design of Doubly Reinforced Beams, 130
5.9 SI Examples, 134
5.10 Computer Examples, 136 Problems, 141 6 Serviceability 152
6.1 Introduction, 152
6.2 Importance of Deflections, 152
6.3 Control of Deflections, 153
6.4 Calculation of Deflections, 154
6.5 Effective Moments of Inertia, 154
6.6 Long-Term Deflections, 157
6.7 Simple-Beam Deflections, 159
6.8 Continuous-Beam Deflections, 161
6.9 Types of Cracks, 167
6.10 Control of Flexural Cracks, 168
6.11 ACI Code Provisions Concerning Cracks, 171
6.12 SI Example, 172
6.13 Miscellaneous Cracks, 173
6.14 Computer Example, 173 Problems, 175 7 Bond, Development Lengths, and Splices 180
7.1 Cutting Off or Bending Bars, 180
7.2 Bond Stresses, 183
7.3 Development Lengths for Tension Reinforcement, 185
7.4 Development Lengths for Bundled Bars, 193
7.5 Hooks, 194
7.6 Development Lengths for Welded Wire Fabric in Tension, 200
7.7 Development Lengths for Compression Bars, 201
7.8 Critical Sections for Development Length, 203
7.9 Effect of Combined Shear and Moment on Development Lengths, 203
7.10 Effect of Shape of Moment Diagram on Development Lengths, 204
7.11 Cutting Off or Bending Bars (Continued), 205
7.12 Bar Splices in Flexural Members, 208
7.13 Tension Splices, 209
7.14 Compression Splices, 210
7.15 Headed and Mechanically Anchored Bars, 211
7.16 SI Example, 212
7.17 Computer Example, 213 Problems, 214 8 Shear and Diagonal Tension 220
8.1 Introduction, 220
8.2 Shear Stresses in Concrete Beams, 220
8.3 Lightweight Concrete, 221
8.4 Shear Strength of Concrete, 221
8.5 Shear Cracking of Reinforced Concrete Beams, 223
8.6 Web Reinforcement, 224
8.7 Behavior of Beams with Web Reinforcement, 225
8.8 Design for Shear, 227
8.9 ACI Code Requirements, 229
8.10 Shear Design Example Problems, 233
8.11 Economical Spacing of Stirrups, 243
8.12 Shear Friction and Corbels, 245
8.13 Shear Strength of Members Subjected to Axial Forces, 247
8.14 Shear Design Provisions for Deep Beams, 249
8.15 Introductory Comments on Torsion, 250
8.16 SI Example, 252
8.17 Computer Example, 253 Problems, 254 9 Introduction to Columns 259
9.1 General, 259
9.2 Types of Columns, 260
9.3 Axial Load Capacity of Columns, 262
9.4 Failure of Tied and Spiral Columns, 262
9.5 Code Requirements for Cast-in-Place Columns, 265
9.6 Safety Provisions for Columns, 267
9.7 Design Formulas, 268
9.8 Comments on Economical Column Design, 269
9.9 Design of Axially Loaded Columns, 270
9.10 SI Example, 273
9.11 Computer Example, 274 Problems, 275 10 Design of Short Columns Subject to Axial Load and Bending 277
10.1 Axial Load and Bending, 277
10.2 The Plastic Centroid, 278
10.3 Development of Interaction Diagrams, 280
10.4 Use of Interaction Diagrams, 286
10.5 Code Modifications of Column Interaction Diagrams, 288
10.6 Design and Analysis of Eccentrically Loaded Columns Using Interaction Diagrams, 289
10.7 Shear in Columns, 297
10.8 Biaxial Bending, 298
10.9 Design of Biaxially Loaded Columns, 302
10.10 Continued Discussion of Capacity Reduction Factors, , 305
10.11 Computer Example, 306 Problems, 308 11 Slender Columns 313
11.1 Introduction, 313
11.2 Nonsway and Sway Frames, 313
11.3 Slenderness Effects, 314
11.4 Determining k Factors with Alignment Charts, 316
11.5 Determining k Factors with Equations, 318
11.6 First-Order Analyses Using Special Member Properties, 319
11.7 Slender Columns in Nonsway and Sway Frames, 320
11.8 ACI Code Treatments of Slenderness Effects, 323
11.9 Magnification of Column Moments in Nonsway Frames, 323
11.10 Magnification of Column Moments in Sway Frames, 328
11.11 Analysis of Sway Frames, 331
11.12 Computer Examples, 337 Problems, 340 12 Footings 343
12.1 Introduction, 343
12.2 Types of Footings, 343
12.3 Actual Soil Pressures, 345
12.4 Allowable Soil Pressures, 346
12.5 Design of Wall Footings, 348
12.6 Design of Square Isolated Footings, 353
12.7 Footings Supporting Round or Regular Polygon-Shaped Columns, 359
12.8 Load Transfer from Columns to Footings, 359
12.9 Rectangular Isolated Footings, 364
12.10 Combined Footings, 367
12.11 Footing Design for Equal Settlements, 373
12.12 Footings Subjected to Axial Loads and Moments, 375
12.13 Transfer of Horizontal Forces, 377
12.14 Plain Concrete Footings, 378
12.15 SI Example, 381
12.16 Computer Examples, 383 Problems, 386 13 Retaining Walls 389
13.1 Introduction, 389
13.2 Types of Retaining Walls, 389
13.3 Drainage, 392
13.4 Failures of Retaining Walls, 393
13.5 Lateral Pressure on Retaining Walls, 393
13.6 Footing Soil Pressures, 398
13.7 Design of Semigravity Retaining Walls, 399
13.8 Effect of Surcharge, 402
13.9 Estimating the Sizes of Cantilever Retaining Walls, 403
13.10 Design Procedure for Cantilever Retaining Walls, 407
13.11 Cracks and Wall Joints, 418 Problems, 420 14 Continuous Reinforced Concrete Structures 425
14.1 Introduction, 425
14.2 General Discussion of Analysis Methods, 425
14.3 Qualitative Influence Lines, 425
14.4 Limit Design, 428
14.5 Limit Design under the ACI Code, 435
14.6 Preliminary Design of Members, 438
14.7 Approximate Analysis of Continuous Frames for Vertical Loads, 438
14.8 Approximate Analysis of Continuous Frames for Lateral Loads, 448
14.9 Computer Analysis of Building Frames, 451
14.10 Lateral Bracing for Buildings, 452
14.11 Development Length Requirements for Continuous Members, 452 Problems, 458 15 Torsion 463
15.1 Introduction, 463
15.2 Torsional Reinforcing, 464
15.3 Torsional Moments That Have to Be Considered in Design, 467
15.4 Torsional Stresses, 468
15.5 When Torsional Reinforcement Is Required by the ACI, 469
15.6 Torsional Moment Strength, 470
15.7 Design of Torsional Reinforcing, 471
15.8 Additional ACI Requirements, 472
15.9 Example Problems Using U.S. Customary Units, 473
15.10 SI Equations and Example Problem, 476
15.11 Computer Example, 480 Problems, 481 16 Two-Way S