1 INTRODUCTION
2 DEFINITIONS AND NOTATION
  2.1 Definitions
  2.2 Notation
3 DESIGN OF MEMBERS WITH WEB OPENINGS
  3.1 General
  3.2 Load and Resistance Factors
  3.3 Overview of Design Procedures
  3.4 Moment-Shear Interaction
  3.5 Equations for Maximum Shear Capacity, M[m]
  3.6 Equations for Maximum Shear Capacity, V[m]
  3.7 Guidelines for Proportioning and Detailing
      Beams with Web Openings
  3.8 Allowable Stress Design
4 DESIGN SUMMARIES AND EXAMPLE PROBLEMS
  4.1 General
  4.2 Example 1: Steel Beam with Unreinforced
      Opening
  4.3 Example 1A: Steel Beam with Unreinforced
      Opening - ASD Approach
  4.4 Example 2: Steel Beam with Reinforced
      Opening
  4.5 Example 3: Composite Beam with
      Unreinforced Opening
  4.6 Example 4: Composite Girder with
      Unreinforced and Reinforced Openings
5 BACKGROUND AND COMMENTARY
  5.1 General
  5.2 Behavior of Members with Web Openings
  5.3 Design of Members with Web Openings
  5.4 Moment-Shear Interaction
  5.5 Equations for Maximum Moment Capacity
  5.6 Equations for Maximum Shear Capacity
  5.7 Guidelines for Proportioning and Detailing
      Beams with Web Openings
  5.8 Allowable Stress Design
6 DEFLECTIONS
  6.1 General
  6.2 Design Approaches
  6.3 Approximate Procedure
  6.4 Improve Procedure
  6.5 Matrix Analysis
REFERENCES
ADDITIONAL BIBLIOGRAPHY
APPENDIX A
INDEX