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Design of Reinforced Concrete, 8th Edition

by: Jack C. McCormac (Clemson University); Russell Brown (Clemson University)

Design of Reinforced Concrete, 8th Edition

by: Jack C. McCormac (Clemson University); Russell Brown (Clemson University)

ISBN 13:
9780470279274
ISBN 10:
0470279273
Edition: 8th
Format: Hardcover
Copyright: 12/01/2008
Publisher: Wiley

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Summary

With its accessible approach and streamlined coverage of theory, engineers will quickly learn how to apply the concepts in the eighth edition. The contents have been updated to conform to the 2008 building code of the American Concrete Institute (ACI 318-08). New spreadsheets are included that arm the reader with tools to analyze and design reinforced concrete elements and quickly compare alternative solutions. A new chapter on seismic design explores the issues related to the design of reinforced concrete structures to resist earthquakes. The new materials section also provides engineers with details and examples on how to design shear walls for combined axial load and bending moment.

Preface
Introduction	p. 1
Concrete and Reinforced Concrete	p. 1
Advantages of Reinforced Concrete as a Structural Material	p. 1
Disadvantages of Reinforced Concrete as a Structural Material	p. 2
Historical Background	p. 3
Comparison of Reinforced Concrete and Structural Steel for Buildings and Bridges	p. 5
Compatibility of Concrete and Steel	p. 6
Design Codes	p. 7
SI Units and Shaded Areas	p. 7
Types of Portland Cement	p. 8
Admixtures	p. 9
Properties of Reinforced Concrete	p. 10
Aggregates	p. 17
High-Strength Concretes	p. 18
Fiber-Reinforced Concretes	p. 20
Concrete Durability	p. 21
Reinforcing Steel	p. 21
Grades of Reinforcing Steel	p. 24
Bar Sizes and Material Strengths	p. 25
Corrosive Environments	p. 26
Identifying Marks on Reinforcing Bars	p. 26
Introduction to Loads	p. 28
Dead Loads	p. 28
Live Loads	p. 28
Environmental Loads	p. 30
Selection of Design Loads	p. 32
Calculation Accuracy	p. 33
Impact of Computers on Reinforced Concrete Design	p. 34
Flexural Analysis of Beams	p. 35
Introduction	p. 35
Cracking Moment	p. 38
Elastic Stresses-Concrete Cracked	p. 40
Ultimate or Nominal Flexural Moments	p. 46
Example Problem Using SI Units	p. 49
Computer Spreadsheets	p. 50
Strength Analysis of Beams According to ACI Code	p. 63
Design Methods	p. 63
Advantages of Strength Design	p. 64
Structural Safety	p. 64
Derivation of Beam Expressions	p. 65
Strains in Flexural Members	p. 68
Balanced Sections, Tension-Controlled Sections, and Compression-Controlled or Brittle Sections	p. 69
Strength Reduction or f Factors	p. 70
Minimum Percentage of Steel	p. 72
Balanced Steel Percentage	p. 73
Example Problems	p. 74
Computer Example	p. 77
Design of Rectangular Beams and One-Way Slabs	p. 79
Load Factors	p. 79
Design of Rectangular Beams	p. 81
Beam Design Examples	p. 86
Miscellaneous Beam Considerations	p. 92
Determining Steel Area When Beam Dimensions Are Predetermined	p. 93
Bundled Bars	p. 95
One-Way Slabs	p. 96
Cantilever Beams and Continuous Beams	p. 99
SI Example	p. 100
Computer Example	p. 101
Analysis and Design of T Beams and Doubly Reinforced Beams	p. 109
T Beams	p. 111
Analysis of T Beams	p. 111
Another Method for Analyzing T Beams	p. 115
Design of T Beams	p. 116
Design of T Beams for Negative Moments	p. 122
L-Shaped Beams	p. 124
Compression Steel	p. 124
Design of Doubly Reinforced Beams	p. 129
SI Examples	p. 132
Computer Examples	p. 134
Serviceability	p. 150
Introduction	p. 150
Importance of Deflections	p. 150
Control of Deflections	p. 151
Calculation of Deflections	p. 153
Effective Moments of Inertia	p. 153
Long-Term Deflections	p. 156
Simple-Beam Deflections	p. 158
Continuous-Beam Deflections	p. 160
Types of Cracks	p. 166
Control of Flexural Cracks	p. 167
ACI Code Provisions Concerning Cracks	p. 171
Miscellaneous Cracks	p. 172
SI Example	p. 172
Computer Examples	p. 173
Bond, Development Lengths, and Splices	p. 180
Cutting Off or Bending Bars	p. 180
Bond Stresses	p. 183
Development Lengths for Tension Reinforcing	p. 186
Development Lengths for Bundled Bars	p. 194
Hooks	p. 195
Development Lengths for Welded Wire Fabric in Tension	p. 199
Development Lengths for Compression Bars	p. 200
Critical Sections for Development Length	p. 202
Effect of Combined Shear and Moment on Development Lengths	p. 202
Effect of Shape of Moment Diagram on Development Lengths	p. 203
Cutting Off or Bending Bars (Continued)	p. 204
Bar Splices in Flexural Members	p. 207
Tension Splices	p. 208
Compression Splices	p. 209
Headed and Mechanically tAnchored Bars	p. 210
SI Example	p. 211
Computer Example	p. 212
Shear and Diagonal Tension	p. 219
Introduction	p. 219
Shear Stresses in Concrete Beams	p. 219
Lightweight Concrete	p. 220
Shear Strength of Concrete	p. 221
Shear Cracking of Reinforced Concrete Beams	p. 222
Web Reinforcement	p. 223
Behavior of Beams with Web Reinforcement	p. 225
Design for Shear	p. 226
ACI Code Requirements	p. 228
Example Shear Design Problems	p. 233
Economical Spacing of Stirrups	p. 243
Shear Friction and Corbels	p. 243
Shear Strength of Members Subjected to Axial Forces	p. 246
Shear Design Provisions for Deep Beams	p. 248
Introductory Comments on Torsion	p. 249
SI Example	p. 251
Computer Example	p. 252
Introduction to Columns	p. 257
General	p. 257
Types of Columns	p. 258
Axial Load Capacity of Columns	p. 260
Failure of Tied and Spiral Columns	p. 261
Code Requirements for Cast-in-Place Columns	p. 264
Safety Provisions for Columns	p. 266
Design Formulas	p. 266
Comments on Economical Column Design	p. 266
Design of Axially Loaded Columns	p. 269
SI Example	p. 271
Computer Example	p. 272
Design of Short Columns Subject to Axial Load and Bending	p. 275
Axial Load and Bending	p. 275
The Plastic Centroid	p. 276
Development of Interaction Diagrams	p. 278
Use of Interaction Diagrams	p. 283
Code Modifications of Column Interaction Diagrams	p. 285
Design and Analysis of Eccentrically Loaded Columns Using Interaction Diagrams	p. 287
Shear in Columns	p. 295
Biaxial Bending	p. 296
Design of Biaxially Loaded Columns	p. 300
Discussion of Capacity Reduction Factor, f	p. 303
Computer Example	p. 305
Slender Columns	p. 311
Introduction	p. 311
Nonsway and Sway Frames	p. 311
Slenderness Effects	p. 312
Determining k Factors with Alignment Charts	p. 315
Determining k Factors with Equations	p. 317
First-Order Analyses Using Special Member Properties	p. 318
Slender Columns in Nonsway or Sway Frames	p. 319
ACI Code Treatment of Slenderness Effects	p. 322
Magnification of Column Moments in Nonsway Frames	p. 322
Magnification of Column Moments in Sway Frames	p. 327
Analysis of Sway Frames	p. 330
Computer Examples	p. 336
Footings	p. 341
Introduction	p. 341
Types of Footings	p. 341
Actual Soil Pressures	p. 342
Allowable Soil Pressures	p. 345
Design of Wall Footings	p. 346
Design of Square Isolated Footings	p. 351
Footings Supporting Round or Regular Polygon-Shaped Footings	p. 357
Load Transfer from Columns to Footings	p. 358
Rectangular Isolated Footings	p. 362
Combined Footings	p. 364
Footing Design for Equal Settlements	p. 370
Footings Subjected to Lateral Moments	p. 372
Transfer of Horizontal Forces	p. 375
Plain Concrete Footings	p. 376
SI Example	p. 378
Computer Examples	p. 379
Retaining Walls	p. 385
Introduction	p. 385
Types of Retaining Walls	p. 385
Drainage	p. 387
Failures of Retaining Walls	p. 390
Lateral Pressures on Retaining Walls	p. 390
Footing Soil Pressures	p. 395
Design of Semigravity Retaining Walls	p. 396
Effect of Surcharge	p. 399
Estimating the Sizes of Cantilever Retaining Walls	p. 400
Design Procedure for Cantilever Retaining Walls	p. 405
Cracks and Wall Joints	p. 416
Continuous Reinforced Concrete Structures	p. 422
Introduction	p. 422
General Discussion of Analysis Methods	p. 422
Qualitative Influence Lines	p. 423
Limit Design	p. 426
Limit Design under the ACI Code	p. 433
Preliminary Design of Members	p. 436
Approximate Analysis of Continuous Frames for Vertical Loads	p. 436
Approximate Analysis of Continuous Frames for Lateral Loads	p. 444
Computer Analysis of Building Frames	p. 450
Lateral Bracing for Buildings	p. 450
Development Length Requirements for Continuous Members	p. 451
Torsion	p. 462
Introduction	p. 462
Torsional Reinforcing	p. 463
The Torsional Moments That Have to Be Considered in Design	p. 466
Torsional Stresses	p. 467
When Torsional Reinforcing is Required by the ACI	p. 468
Torsional Moment Strength	p. 469
Design of Torsional Reinforcing	p. 470
Additional ACI Requirements	p. 471
Example Problems Using U.S Customary Units	p. 472
SI Equations and Example Problem	p. 475
Computer Example	p. 479
Two-Way Slabs, Direct Design Method	p. 484
Introduction	p. 484
Analysis of Two-Way Slabs	p. 487
Design of Two-Way Slabs By the ACI Code	p. 487
MacCormac_FM_1?10/14/2008	p. 10
Column and Middle Strips	p. 488
Shear Resistance of Slabs	p. 489
Depth Limitations and Stiffness Requirements	p. 492
Limitations of Direct Design Method	p. 497
Distribution of Moments in Slabs	p. 498
Design of An Interior Flat Plate	p. 503
Placing of Live Loads	p. 508
Analysis of Two-Way Slabs with Beams	p. 509
Transfer of Moments and Shears Between Slabs and Columns	p. 515
Openings in Slab Systems	p. 520
Computer Examples 521 Problems	p. 522
Two-Way Slabs, Equivalent Frame Method	p. 524
Moment Distribution for Nonprismatic Members	p. 524
Introduction to the Equivalent Frame Method	p. 525
Properties of Slab Beams	p. 527
Properties of Columns	p. 530
Example Problem	p. 531
Computer Analysis	p. 535
Walls	p. 538
Introduction	p. 538
Non-Load-Bearing Walls	p. 538
Load-Bearing Concrete Walls-Empirical Design Method	p. 540
Load-Bearing Concrete Walls-Rational Design	p. 543
Shear Walls	p. 545
ACI Provisions for Shear Walls	p. 549
Economy in Wall Construction	p. 554
Computer Examples	p. 555
Prestressed Concrete	p. 558
Introduction	p. 558
Advantages and Disadvantages of Prestressed Concrete	p. 560
Pretensioning and Posttensioning	p. 560
Materials Used for Prestressed Concrete	p. 561
Stress Calculations	p. 563
Shapes of Prestressed Sections	p. 567
Prestess Losses	p. 570
Ultimate Strength of Prestressed Sections	p. 573
Deflections	p. 577
Shear in Prestressed Sections	p. 581
Design of Shear Reinforcement	p. 582
Additional Topics	p. 586
Computer Examples	p. 588
Formwork	p. 594
Introduction	p. 594
Responsibility for Formwork Design	p. 594
Materials Used for Formwork	p. 595
Furnishing of Formwork	p. 596
Economy in Formwork	p. 597
Form Maintenance	p. 598
Definitions	p. 599
Forces Applied to Concrete Forms	p. 601
Analysis of Formwork for Floor and Roof Slabs	p. 604
Design of Formwork for Floor and Roof Slabs	p. 613
Design of Shoring	p. 616
Bearing Stresses	p. 622
Design of Formwork for Walls	p. 625
Seismic Design of Reinforced Concrete Structure	p. 629
Introduction	p. 629
Maximum Considered Earthquake	p. 630
Soil Site Class	p. 630
Occupancy and Importance Factors	p. 632
Seismic Design Categories	p. 632
Seismic Design Loads	p. 632
Detailing Requirements for Different Classes Of Reinforce Concrete Moment Frames	p. 638
Tables and Graphs: U.S. Customary Units	p. 646
Tables in SI Units	p. 682
The Strut-and-Tie Method of Design	p. 688
Table of Contents provided by Publisher. All Rights Reserved.

Amazon no longer offers textbook rentals. We do!

Design of Reinforced Concrete, 8th Edition

Design of Reinforced Concrete, 8th Edition

9780470279274

0470279273

Summary

Author Biography

Table of Contents

Supplemental Materials

Write a Review

Amazon no longer offers textbook rentals. We do!

Design of Reinforced Concrete, 8th Edition

Design of Reinforced Concrete, 8th Edition

9780470279274

0470279273

Summary

Author Biography

Table of Contents

Supplemental Materials

Write a Review

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