Follow the design specifications set forth in AISC Design Guide 2
AISC Design Guide 2 covers the design and construction of beams with web openings, including
reinforcement when required.
AISC Design Guide 2: Design of Steel and Composite Beams with Web Openings, 1990 Edition
- Table of Contents:
- INTRODUCTION
- DEFINITIONS AND NOTATION
- DESIGN OF MEMBERS WITH WEB OPENINGS
- General
- Load and Resistance Factors
- Overview of Design Procedures
- Moment-Shear Interaction
- Equations for Maximum Shear Capacity, Mm
- Equations for Maximum Shear Capacity, Vm
- Guidelines for Proportioning and Detailing Beams with Web Openings
- Allowable Stress Design
- DESIGN SUMMARIES AND EXAMPLE PROBLEMS
- General
- Example 1: Steel Beam with Unreinforced Opening
- Example 1A: Steel Beam with Unreinforced Opening – ASD Approach
- Example 2: Steel Beam with Reinforced Opening
- Example 3: Composite Beam with Unreinforced Opening
- Example 4: Composite Girder with Unreinforced and Reinforced Openings
- BACKGROUND AND COMMENTARY
- General
- Behavior of Members with Web Openings
- Design of Members with Web Openings
- Moment-Shear Interaction
- Equations for Maximum Moment Capacity
- Equations for Maximum Shear Capacity
- Guidelines for Proportioning and Detailing Beams with Web Openings
- Allowable Stress Design
- DEFELCTIONS
- General
- Design Approaches
- Approximate Procedure
- Improve Procedure
- Matrix Analysis
- REFERENCES
- ADDITIONAL BIBLIOGRAPHY
- APPENDIX A
- INDEX
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