Table of Contents
Chapter 1 - Introduction
Chapter 2 - Deflection of reinforced concrete one-way flexural members
2.1 Notation
2.2 General
2.3 Material properties
2.4 Control of deflection
2.5 Short-term deflection
2.6 Long-term deflection
2.7 Temperature-induced deflections
Appendix A2
Example A2.1 - Short and long-term deflection of 4-span beam
Example A2.2 - Temperature-induced deflections
Chapter 3 - Deflection of prestressed concrete one-way flexural members
3.1 - Notation
3.2 - General
3.3 - Prestressing Reinforcement
3.4 - Loss of prestress
3.5 - General approach to deformation considerations - Curvature and deflection
3.6 - Short-term deflection and camber evaluation in prestressed beams
3.7 - Long-term deflection and camber evaluation in prestressed beams
Appendix A3
Example A3.1 - Short and long term single-tee beam deflection
Example A3.2 - Composite double-tee cracked beam deflections
Chapter 4 - Deflection of two-way slab systems
4.1 - Notation
4.2 - Introduction
4.3 - Deflection calculation method for two-way slab systems
4.4 - Minimum thickness requirements
4.5 - Prestressed tow-way slab systems
4.6 - Loads for deflection calculation
4.7 - Variability of deflections
4.8 - Allowable deflections
Appendix A4
Example A4.1 - Deflection design example for long-term deflection of a two-way slab
Example A4.2 - Deflection calculation for a flat plate using the crossing beam method
Chapter 5 - Reducing deflection of concrete members
5.1 Introduction
5.2 Design techniques
5.3 Construction techniques
5.4 Materials selection
References
Appendix B—Details of the section curvature method
for calculating deflections, p. 435R-77
B1—Introduction
B2—Background
B3—Cross-sectional analysis outline
B4—Material properties
B5—Sectional analysis
B6—Calculation when cracking occurs
B7—Tension-stiffening
B8—Deflection and change in length of a frame member
B9—Summary and conclusions
B10—Examples
B11—References