Reinforced concrete design

Title:

Personal Author:

Spiegel, Leonard

Publication Information:

Englewood Cliffs, N.J. : Prentice-Hall, 1980

ISBN:

9780137716593

Subject Term:

Reinforced concrete construction

Added Author:

Limbrunner, George F.

Available:*

Library	Item Barcode	Call Number	Material Type	Item Category 1	Status
Searching... PSZ JB	30000001762453	TA683.2 S58 1980	Open Access Book	Book	Searching... Unknown
Searching... PSZ JB	30000000367650	TA683.2.S58 1980	Open Access Book	Book	Searching... Unknown

Using a straight-forward, step-by-step, problem-solution format--with an abundance of fully-worked sample problems--this book provides an elementary, non-Calculus, practical approach to the design and analysis of reinforced concrete structural members. It translates a vast amount of information and data in an integrated source that reflects the latest standards and that provides a basic, workable understanding of the strength and behavior of reinforced concrete members and simple concrete structural systems. A valuable design guide and resource for practicing technicians and technologists, and engineers and architects preparing for state licensing examinations for professional registrations. Copyright © Libri GmbH. All rights reserved.

Chapter 1 Materials and Mechanics of Bending	p. 1
1-1 Concrete	p. 2
1-2 The ACI Building Code	p. 2
1-3 Cement and Water	p. 2
1-4 Aggregates	p. 3
1-5 Concrete in Compression	p. 3
1-6 Concrete in Tension	p. 6
1-7 Reinforcing Steel	p. 6
1-8 Beams: Mechanics of Bending Review	p. 10
References	p. 18
Problems	p. 19
Chapter 2 Rectangular Reinforced Concrete Beams and Slabs: Tension Steel Only	p. 22
2-1 Introduction	p. 23
2-2 Methods of Analysis and Design	p. 24
2-3 Behavior Under Load	p. 25
2-4 Strength Design Method Assumptions	p. 27
2-5 Flexural Strength of Rectangular Beams	p. 28
2-6 Equivalent Stress Distribution	p. 30
2-7 Balanced, Overreinforced, and Underreinforced Beams	p. 34
2-8 Reinforcement Ratio Limitations and Guidelines	p. 35
2-9 Strength Requirements	p. 39
2-10 Rectangular Beam Analysis for Moment (Tension Reinforcement Only)	p. 41
2-11 Summary of Procedure for Rectangular Beam Analysis for [phi]M[subscript n] (Tension Reinforcement Only)	p. 45
2-12 Slabs: Introduction	p. 46
2-13 One-Way Slabs: Analysis for Moment	p. 46
2-14 Rectangular Beam Design for Moment (Tension Reinforcement Only)	p. 50
2-15 Summary of Procedure for Rectangular Reinforced Concrete Beam Design for Moment (Tension Reinforcement Only)	p. 58
2-16 Design of One-Way Slabs for Moment (Tension Reinforcement Only)	p. 60
2-17 Summary of Procedure for Design of One-Way Slabs for Moment (to Satisfy ACI Minimum h)	p. 62
2-18 Slabs on Ground	p. 63
References	p. 64
Problems	p. 65
Chapter 3 Reinforced Concrete Beams: T-Beams and Doubly Reinforced Beams	p. 71
3-1 T-Beams: Introduction	p. 72
3-2 T-Beam Analysis	p. 74
3-3 Development of T-Beam A[subscript s, max]	p. 79
3-4 Analysis of Beams Having Irregular Cross Sections	p. 82
3-5 T-Beam Design (for Moment)	p. 84
3-6 Summary of Procedure for Analysis of T-Beams (for Moment)	p. 90
3-7 Summary of Procedure for Design of T-Beams (for Moment)	p. 92
3-8 Doubly Reinforced Beams: Introduction	p. 93
3-9 Doubly Reinforced Beam Analysis for Moment (Condition I)	p. 94
3-10 Doubly Reinforced Beam Analysis for Moment (Condition II)	p. 99
3-11 Summary of Procedure for Analysis of Doubly Reinforced Beams (for Moment)	p. 104
3-12 Doubly Reinforced Beam Design for Moment	p. 106
3-13 Summary of Procedure for Design of Doubly Reinforced Beams (for Moment)	p. 110
3-14 Additional Code Requirements for Doubly Reinforced Beams	p. 112
Problems	p. 112
Chapter 4 Shear in Beams	p. 121
4-1 Introduction	p. 121
4-2 Shear Reinforcement Design Requirements	p. 124
4-3 Shear Analysis Procedure	p. 128
4-4 Stirrup Design Procedure	p. 130
4-5 Torsion: Introduction	p. 141
4-6 Design of Torsion Reinforcement	p. 142
Problems	p. 143
Chapter 5 Development, Splices, and Simple-Span Bar Cutoffs	p. 147
5-1 Development Length: Introduction	p. 148
5-2 Development Length: Tension Bars	p. 149
5-3 Development Length: Compression Bars	p. 158
5-4 Development Length: Standard Hooks in Tension	p. 158
5-5 Development of Web Reinforcement	p. 163
5-6 Splices	p. 165
5-7 Tension Splices	p. 166
5-8 Compression Splices	p. 167
5-9 Simple-Span Bar Cutoffs and Bends	p. 167
5-10 Code Requirements for Development of Positive Moment Steel at Simple Supports	p. 176
Problems	p. 179
Chapter 6 Continuous Construction Design Considerations	p. 185
6-1 Introduction	p. 185
6-2 Continuous-Span Bar Cutoffs	p. 187
6-3 Design of Continuous Floor Systems	p. 190
Problems	p. 211
Chapter 7 Serviceability	p. 213
7-1 Introduction	p. 213
7-2 Deflections	p. 214
7-3 Calculation of I[subscript cr]	p. 215
7-4 Immediate Deflection	p. 220
7-5 Long-Term Deflection	p. 221
7-6 Deflections for Continuous Spans	p. 225
7-7 Crack Control	p. 226
Problems	p. 228
Chapter 8 Walls	p. 231
8-1 Introduction	p. 231
8-2 Lateral Forces on Retaining Walls	p. 234
8-3 Design of Reinforced Concrete Cantilever Retaining Walls	p. 238
8-4 Design Considerations for Bearing Walls	p. 270
8-5 Design Considerations for Basement Walls	p. 274
Problems	p. 275
Chapter 9 Columns	p. 278
9-1 Introduction	p. 279
9-2 Strength of Reinforced Concrete Columns: Small Eccentricity	p. 280
9-3 Code Requirements Concerning Column Details	p. 283
9-4 Analysis of Short Columns: Small Eccentricity	p. 285
9-5 Design of Short Columns: Small Eccentricity	p. 288
9-6 Summary of Procedure for Analysis and Design of Short Columns with Small Eccentricities	p. 292
9-7 The Load-Moment Relationship	p. 292
9-8 Columns Subjected to Axial Load at Large Eccentricity	p. 293
9-9 Analysis of Short Columns: Large Eccentricity	p. 294
9-10 [phi] Factor Considerations	p. 302
9-11 The Slender Column	p. 303
References	p. 307
Problems	p. 308
Chapter 10 Footings	p. 311
10-1 Introduction	p. 312
10-2 Wall Footings	p. 312
10-3 Wall Footings Under Light Loads	p. 323
10-4 Individual Reinforced Concrete Footings for Columns	p. 324
10-5 Square Reinforced Concrete Footings	p. 328
10-6 Rectangular Reinforced Concrete Footings	p. 336
10-7 Eccentrically Loaded Footings	p. 346
10-8 Combined Footings	p. 346
10-9 Cantilever or Strap Footings	p. 350
Problems	p. 354
Chapter 11 Prestressed Concrete Fundamentals	p. 356
11-1 Introduction	p. 357
11-2 Design Approach and Basic Concepts	p. 357
11-3 Stress Patterns in Prestressed Concrete Beams	p. 360
11-4 Prestressed Concrete Materials	p. 362
11-5 Analysis of Rectangular Prestressed Concrete Beams	p. 363
11-6 Alternative Methods of Elastic Analysis: Internal Couple Method	p. 368
11-7 Alternative Methods of Elastic Analysis: Load Balancing Method	p. 371
11-8 Flexural Strength Analysis	p. 379
11-9 Notes on Prestressed Concrete Design	p. 382
References	p. 382
Problems	p. 383
Chapter 12 Concrete Formwork	p. 386
12-1 Introduction	p. 387
12-2 Formwork Requirements	p. 387
12-3 Formwork Materials and Accessories	p. 388
12-4 Loads and Pressures on Forms	p. 393
12-5 The Design Approach	p. 395
12-6 Design of Formwork for Slabs	p. 403
12-7 Design of Formwork for Beams	p. 414
12-8 Wall Form Design	p. 423
12-9 Forms for Columns	p. 430
References	p. 435
Problems	p. 435
Chapter 13 Detailing Reinforced Concrete Structures	p. 438
13-1 Introduction	p. 439
13-2 Placing Drawings	p. 440
13-3 Marking Systems and Bar Marks	p. 443
13-4 Schedules	p. 445
13-5 Fabricating Standards	p. 446
13-6 Bar Lists	p. 446
13-7 Extras	p. 452
13-8 Bar Supports and Bar Placement	p. 452
13-9 Computer Detailing	p. 453
References	p. 456
Appendix A Tables	p. 458
Appendix B Supplementary Aids and Guidelines	p. 474
B-1 Accuracy for Computations for Reinforced Concrete	p. 474
B-2 A[subscript s,max] for Doubly Reinforced Beams	p. 476
B-3 Flow Diagrams	p. 478
Appendix C Metrication	p. 482
C-1 The International System of Units (SI)	p. 482
C-2 SI Style and Usage	p. 485
C-3 Conversion Factors	p. 488
References	p. 498
Answers to Selected Problems	p. 499
Index	p. 502

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