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 |  موضوع: كتاب Design of Reinforced Concrete Structure - Volume 1 الإثنين 18 سبتمبر 2017, 3:37 am | |
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تصميم المنشآت الخرسانية الجزء الأول
الدكتور مشهور أحمد غنيم - الدكتور محمود ثروت المهيلمي
Design of Reinforced Concrete Structure - Volume 1
Mashhour Ahmed Ghoneim
Professor of Concrete Structures - Cairo University
Mahmoud Tharwat El-Mihilmy
Associate Professor of Concrete Structures - Cairo University
ويتناول الموضوعات الأتية :
TABLE OF CONTENTS
1. REINFORCED CONCRETE FUNDAMENTALS
Introduction I
Reinforced Concrete Members .
Reinforced Concrete
Reinforced Concrete Behavior
Mechanical Properties of Concrete .
Compressive Strength
Tensile strength
Modulus of Elasticity ..
Strength of Concrete Under Biaxial Loading
Shrinkage
Creep
Reinforcing Steel
Limit States Design Method
Strength Reduction Factors
Classification of Loads
Load Combinations...
Example 1.1
2. DESIGN OF SINGLY REINFORCED SECTIONS
Introduction
Reinforced Concrete Beam Behavior.../.
Flexure Theory of Reinforced Concrete.....
Basic Assumptions of the Flexure Theory
Stress-Strain Relationships
Concrete in Compression
Reinforcing Steel
The Equivalent Rectangular Stress Block
Analysis of Singly Reinforced Sections
Maximum Area of Steel of a Singly Reinforced Section
Balanced, Under, and Over Reinforced Sections
Minimum Area of Steel
Factors Affecting Ultimate Strength
Example 2.1
Example 2.2
Example 2,3
Example 2.4....
Example 2.5 60
Example 2.6 ,
Example 2.7
Example 2.8
2.9 Design of Singly Reinforced Sections by First Principles
Example 2.9
Example 2.10
2.10 Design of Singly Reinforced Sections Using Curves-..:
2.10.1 Design Charts (R-p) ;
2.10.2 Design Chart (R- co)
Example 2.11 .....
Example 2,12
Example 2.13
Example 2.14
Example 2.15
Design of T-sections Using Curves 139
Development of the Curves
Using the Design Aids (charts Cl-J and RT-J)
Example 3.17 (aExample 3,18 (a>ts)
Design of L-Sections
Example 3.19
Example 3.20
4. SHEAR IN R/C BEAMS
Introduction 153
Shear stresses in Elastic Beams
Shear Stresses in Cracked R/C Beams
Behavior of Slender Beams Failing in Shear
Inclined Cracking
Internal Forces in Beams without stirrups
Behavior of Slender Beams with Stirrups
Egyptian Code’s Procedure for Shear Design ...
Critical Sections for Shear
Upper limit of Design Shear Stress
Shear Strength Provided by Concrete
Shear Strength Provided by Shear Reinforcement
Code Requirements for Shear Reinforcement
Example 4.1
Example 4.2
Example 4.3
Example 4.4
3. DOUBLY REINFORCED BEAMS AND T-BEAMS 4.4.2 160
3.1 Doubly Reinforced Sections 86 4.4.3 162
3.1.1 Introduction
Analysis of Doubly Reinforced Sections
Maximum Area of Steel for Doubly Reinforced Sections
Example 3.1(compression steel yields)
Example 3.2
Example 3.3 (compression steel does not yield)
3.1.4 Design of Doubly Reinforced Sections Using First Principles.
Example 3.4
Example 3.5
Example 3.6
Example 3,7
3.1.5 Design of Doubly Reinforced Sections Using Curves
Example 3.8
Example 3.9
Example 3.10
5 BOND, DEVELOPMENT LENGTH AND SPLICING OF
REINFORCEMENT
5.1 Introduction
5.2 Average Bond Stresses in a Beam ......
5.3 True Bond Stresses in a Beam : ...
5.4 Development Length
Theoretical Considerations
Development Length According to ECP 203
Bar Cutoffs in Flexural Members..
The Moment of Resistance of a R/C Beam
Curtailment of Bars in Beams
Egyptian Code’s Requirements for Curtailment
5.6 Beams with Bent-up Bars
5.7 Anchorage of Web Reinforcement
5^8 Splicing of Reinforcement
Lap splices
Welded and Mechanical Connections
3.2 T-Bearns 115 189
Application of T-Beams ....
Effective Flange Width
Analysis of T-Beams,
Minimum Area of Steel for T-sections
Maximum Area of Steel for T-sections
Design of T-sections Using First Principles
Example 3.11,
Example 3.12
Example 3.13 T Sections (aExample 3.14 (a>ts)
Example 3.15
Example 3.16
REINFORCED CONCRETE BEAMS
6.1 Introduction
6.1 Statical Systems of R/C Beams
6.2 The effective span
6.3 Loads Acting on Beams
Own weight of beams
Slab loads
Wall loads
6.4 Slenderness limits for beams .
6.5 Linear Elastic Analysis of Continuous Beams ..
6.6 Reinforcement Detailing in R/C Beams
Bar Spacing
Egyptian Code Recommendations
Example 6.1
Example 6.2
Example 6.3
Example 6.4
Example 6.5
Example 6.6
Example 6.7
Example 6.8
Example 6.9
8 DESIGN FOR TORSION
208 8.1 Introduction 326
8.2 Equilibrium Torsion and Compatibility Torsion
General
Equilibrium Torsion
Compatibility Torsion .....
8.3 Principal Stresses due to Torsion
8.4 Thin-Wailed Tube in Torsion
8.5 Space-Truss Model for Torsion
Components of the Space Truss
Diagonal Compressive Stresses
Forces in Stirrups ....
Longitudinal Force
The Design for Torsion in the Egyptian Code
General
Calculation of the Shear Stress due to Torsion
Consideration of Torsion
Adequacy of the Concrete Cross-Section
Design of Torsional Reinforcement .....
Closed Stirrups ’
Longitudinal Reinforcement
Code Requirements for Reinforcement Arrangement
Summary of Torsion Design According to ECP 203.
Example 8.1
Example 8.2
Example 8.3
8.7 Combined Shear and Torsion
8.8 The Design for Shear and Torsion in ECP 203
Consideration of Torsion
Adequacy of the Concrete Cross-Section
Design of Transverse Reinforcement
Design of Longitudinal Reinforcement
8.8.5 Summary of the Design for Shear and Torsion
8.9 Compatibility Torsion
8.10 Torsional Rigidity
Example 8.5
Example 8.6
Example 8.7
7 TRUSS MODEL FOR BEAMS FAILING IN SHEAR
Introduction 351
Background
Slender Beams Versus Deep Beams
Analysis of Forces in R/C Slender Beams
Sectional Analysis
Mechanical - Mathematical Models
Truss Model for Slender Beams.
Traditional 45-Degree Truss Model
Formation of the 45-Degree Truss
Evaluation of the Forces in the Stirrups
The Compression Force in the Diagonals
The Axial (Longitudinal) Force Due to Shear
Comments on the 45-Degree Truss-Model
Comparison of the Truss Model and ECP 203
Example 7.1
Example 7.2
The Variable-Angle Truss Model:
General .
Analysis of the Variable Angle Truss Model.,
Example 7.3
APPENDIX A: DESIGN AIDS
7.6.1 316 REFERENCES
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