AISC 802 : 1990 ERRATA 2012
Current
The latest, up-to-date edition.
DESIGN GUIDE 2: STEEL AND COMPOSITE BEAMS WITH WEB OPENINGS
12-01-2013
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
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