AISC Design Guide 02 – Steel And Composite Beams With Web Openings (KET0022)

AISC Design Guide 02 – Steel And Composite Beams With Web Openings, Contents:

INTRODUCTION

DEFINITIONS AND NOTATION

2.1 Definitions

2.2 Notation

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 Moment 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

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

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

DEFLECTIONS

6.1 General

6.2 Design Approaches

6.3 Approximate Procedure

6.4 Improved Procedure

6.5 Matrix Analysis

AISC Design Guide 02 – Steel And Composite Beams With Web Openings

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