Table of Contents
Chapter 1—Design for flexure
1.1—Introduction
1.2—Nominal and design flexural strengths (Mn and φMn)
1.3—Minimum flexural reinforcement
1.4—Placement of reinforcement in sections
1.5—Flexure examples
1.6—Flexure design aids
Chapter 2—Design for shear
2.1—Introduction
2.2—Shear strength of beams
2.3—Designing shear reinforcement for beams
2.4—Shear strength of two-way slabs
2.5—Shear strength with torsion and flexure
2.6—Shear design examples
2.7—Shear design aids
Chapter 3—Short column design
3.1—Introduction
3.2—Column sectional strength
3.3—Columns subjected to biaxial bending
3.4—Column examples
3.5—Column design aids
Chapter 4—Design of slender columns
4.1—Introduction
4.2—Slenderness ratio
4.3—Lateral bracing and designation of frames as non-sway
4.4—Design of slender columns
4.5—Slender column examples
4.6—Slender column design aids
Chapter 5—Footing design
5.1—Introduction
5.2—Foundation types
5.3—Allowable stress design and strength design
5.4—Structural design
5.5—Footings subject to eccentric loading
5.6—Footings examples
Chapter 6—Seismic design
6.1—Introduction
6.2—Limitations on materials
6.3—Flexural members of special moment frames
6.4—Special moment frame members subjected to bending and axial load
6.5—Joints of special moment frames
6.6—Members of intermediate moment frames
6.7—Members not designed as part of the lateral-force-resisting system
6.8—Seismic design examples
6.9—Seismic design aids
Chapter 7—References
7.1—Referenced standards and reports
7.2—Cited references
Appendix A—Reference tables
Appendix B—Analysis tables
Appendix C—Sectional properties