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Reinforced Concrete Design

ISBN: 9780134902029 | 0134902025
Format: Hardcover
Publisher: Prentice Hall
Pub. Date: 7/1/1997

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SummaryTable of Contents
For sophomore/junior-level courses in Reinforced Concrete Design, Concrete Construction, Structural Analysis and Design, and Structures. Using a straight-forward, step-by-step, problem-solution format with an abundance of fully-worked sample problems this text 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.
PREFACExi
CHAPTER 1 MATERIALS AND MECHANICS OF BENDING
1(21)
1-1 Concrete
2(1)
... MORE
1-2 The ACI Building Code
2(1)
1-3 Cement and Water
2(1)
1-4 Aggreagates
3(1)
1-5 Concrete in Compression
3(3)
1-6 Concrete in Tension
6(1)
1-7 Reinforcing Steel
7(3)
1-8 Beams: Mechanics of Bending Review
10(9)
References
19(1)
Problems
19(3)
CHAPTER 2 RECTANGULAR REINFORCED CONCRETE BEAMS AND SLABS: TENSION SEEL ONLY
22(50)
2-1 Introduction
23(1)
2-2 Methods of Analysis and Design
24(1)
2-3 Behavior under Load
25(2)
2-4 Strength Design Method Assumptions
27(1)
2-5 Flexural Strength of Rectangular Beams
28(2)
2-6 Equivalent Stress Distribution
30(4)
2-7 Balanced, Overreinforced, and Underreinforced Beams
34(1)
2-8 Reinforcement Ratio Limitations and Guidelines
35(5)
2-9 Strength Requirements
40(1)
2-10 Rectangular Beam Analysis for Moment (Tension Reinforcement Only)
41(4)
2-11 Summary of Procedure for Rectangular Beam Analysis for Mn (Tension Reinforcement Only)
45(2)
2-12 Slabs: Introduction
46(1)
2-13 One-Way Slabs: Analysis for Moment
47(4)
2-14 Rectangular Beam Design for Moment (Tension Reinforcement Only)
51(8)
2-15 Summary of Procedure for Rectangular Reinforced Concrete Beam Design for Moment (Tension Reinforcement Only)
59(1)
2-16 Design of One-Way Slabs for Moment (Tension Reinforcement Only)
60(3)
2-17 Summary of Procedure for Design of One-Way Slabs for Moment (to Satisfy ACI Minimum h)
63(1)
2-18 Slabs on Ground
64(2)
References
66(1)
Problems
66(6)
CHAPTER 3 REINFORCED CONCRETE BEAMS: T-BEAMS AND DOUBLY REINFORCED BEAMS
72(50)
3-1 T-Beams: Introduction
73(2)
3-2 T-Beam Analysis
75(4)
3-3 Development of T-Beam As,max
79(3)
3-4 Analysis of Beams Having Irregular Cross Sections
82(3)
3-5 T-Beam Design (for Moment)
58(7)
3-6 Summary of Procedure for Analysis of T-Beams (for Moment)
92(1)
3-7 Summary of Procedure for Design of T-Beams (for Moment)
93(1)
3-8 Doubly Reinforced Beams: Introduction
94(1)
3-9 Doubly Reinforced Beam Analysis for Moment (Condition I)
95(6)
3-10 Doubly Reinforced Beam Analysis for Moment (Condition II)
101(5)
3-11 Summary of Procedure for Analysis of Doubly Reinforced Beams (for Moment)
106(2)
3-12 Doubly Reinforced Beam Design for Moment
108(3)
3-13 Summary of Procedure for Design of Doubly Reinforced Beams (for Moment)
111(2)
3-14 Additional Code Requirements for Doubly Reinforced Beams
113(1)
Problems
114(8)
CHAPTER 4 SHEAR IN BEAMS
122(26)
4-1 Introduction
122(3)
4-2 Shear Reinforcement Design Requirements
125(5)
4-3 Shear Analysis Procedure
130(1)
4-4 Stirrup Design Procedure
131(11)
4-5 Torsion: Introduction
142(2)
4-6 Design of Torsion Reinforcement
144(1)
Problems
144(4)
CHAPTER 5 DEVELOPMENT, SPLICES, AND SIMPLE-SPAN BAR CUTOFFS
148(37)
5-1 Development Length: Introduction
149(1)
5-2 Development Length: Tension Bars
150(8)
5-3 Development Length: Compression Bars
158(1)
5-4 Development Length: Standard Hooks in Tension
159(5)
5-5 Development of Web Reinforcement
164(2)
5-6 Splices
166(1)
5-7 Tension Splices
167(1)
5-8 Compression Splices
167(1)
5-9 Simple-Span Bar Cutoffs and Bends
168(9)
5-10 Code Requirements for Development of Positive Moment Steel at Simple Supports
177(3)
Problems
180(5)
CHAPTER 6 CONTINUOUS CONSTRUCTION DESIGN CONSIDERATIONS
185(29)
6-1 Introduction
186(2)
6-2 Continuous-Span Bar Cutoffs
188(2)
6-3 Design of Continuous Floor Systems
190(22)
Problems
212(2)
CHAPTER 7 SERVICEABILITY
214(18)
7-1 Introduction
215(1)
7-2 Deflections
215(2)
7-3 Calculation of Icr
217(4)
7-4 Immediate Deflection
221(1)
7-5 Long-Term Deflection
222(4)
7-6 Deflections for Continuous Spans
226(1)
7-7 Crack Control
227(2)
Problems
229(3)
CHAPTER 8 WALLS
232(45)
8-1 Introduction
232(3)
8-2 Lateral Forces on Retaining Walls
235(4)
8-3 Design of Reinforced Concrete Cantilever Retaining Walls
239(30)
8-4 Design Considerations for Bearing Walls
269(4)
8-5 Design Considerations for Basement Walls
273(1)
Problems
274(3)
CHAPTER 9 COLUMNS
277(39)
9-1 Introduction
278(1)
9-2 Strength of Reinforced Concrete Columns: Small Eccentricity
278(4)
9-3 Code Requirements Concerning Column Details
282(2)
9-4 Analysis of short Columns: Small Eccentricity
284(3)
9-5 Design of Short Columns: Small Eccentricity
287(4)
9-6 Summary of Procedure for Analysis and Design of Short Columns with Small Eccentricities
291(1)
9-7 The Load-Moment Relationship
292(1)
9-8 Columns Subjected to Axial Load at Large Eccentricity
293(1)
9-9 Analysis of Short Columns: Large Eccentricity
294(11)
9-10 Factor Considerations
305(1)
9-11 Design of Eccentrically Loaded Columns (ACI Chart Approach)
305(3)
9-12 The Slender Column
308(4)
Reference
312(1)
Problems
312(4)
CHAPTER 10 FOOTINGS
316(45)
10-1 Introduction
317(1)
10-2 Wall Footings
317(11)
10-3 Wall Footings under Light Loads
328(1)
10-4 Individual Reinforced Concrete Footings for Columns
329(4)
10-5 Square Reinforced Concrete Footings
333(8)
10-6 Rectangular Reinforced Concrete Footings
341(10)
10-7 Eccentrically Loaded Footings
351(1)
10-8 Combined Footings
351(4)
10-9 Cantilever or Strap Footings
355(4)
Problems
359(2)
CHAPTER 11 PRESTRESSED CONCRETE FUNDAMENTALS
361(30)
11-1 Introduction
362(1)
11-2 Design Approach and Basic Concepts
362(3)
11-3 Stress Patterns in Prestressed Concrete Beams
365(2)
11-4 Prestressed Concrete Materials
367(2)
11-5 Analysis of Rectangular Prestressed Concrete Beams
369(5)
11-6 Alternative Methods of Elastic Analysis: Internal Couple Method
374(2)
11-7 Alternative Methods of Elastic Analysis: Load Balancing Method
376(8)
11-8 Flexural Strength Analysis
384(3)
11-9 Notes on Prestressed Concrete Design
387(1)
References
388(1)
Problems
388(3)
CHAPTER 12 CONCRETE FORMWORK
391(52)
12-1 Introduction
392(1)
12-2 Formwork Requirements
392(1)
12-3 Formwork Materials and Accessories
393(5)
12-4 Loads and Pressures on Forms
398(2)
12-5 The Design Approach
400(9)
12-6 Design of Formwork for Slabs
409(11)
12-7 Design of Formwork for Beams
420(7)
12-8 Wall Form Design
427(8)
12-9 Forms for Columns
435(5)
References
440(1)
Problems
441(2)
CHAPTER 13 DETAILING REINFORCED CONCRETE STRUCTURES
443(21)
13-1 Introduction
444(1)
13-2 Placing Drawings
445(3)
13-3 Marking Systems and Bar Marks
448(2)
13-4 Schedules
450(1)
13-5 Fabricating Standards
451(1)
13-6 Bar Lists
451(6)
13-7 Extras
457(1)
13-8 Bar Supports and Bar Placement
457(2)
13-9 Computer Detailing
459(4)
References
463(1)
APPENDIX A TABLES AND CHARTS464(22)
APPENDIX B SUPPLEMENTARY AIDS AND GUIDELINES486(8)
B-1 Accuracy for Computations for Reinforced Concrete486(2)
B-2 As, max for Doubly Reinforced Beams488(2)
B-3 Flow Diagrams490(4)
APPENDIX C METRICATION494(16)
C-1 The International System of Units (SI)494(2)
C-2 Style and Usage496(3)
C-3 Conversion Factors499(10)
References509(1)
ANSWERS TO SELECTED PROBLEMS510(3)
INDEX513

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