AISC 802 : 1990 ERRATA 2012

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

Web openings have been used for many years in structural steel beams. This design guide summarizes design concepts for the practising engineer and reviews the research and history of web openings. Also presents a unified design approach to both steel and composite beams with web openings, including the requirements for reinforcement.