AISC Design Guide 25 – Frame Design Using Web-Tapered Members (KET0045)

AISC Design Guide 25 – Frame Design Using Web-Tapered Members, Contents:

CHAPTER 1 INTRODUCTION

1.1 Basis for recommendations

1.2 Limitations

1.3 Benefits of web-tapered members

1.4 Fabrication of web-tapered members

1.5 General notes on document

CHAPTER 2 WEB-TAPERED MEMBER  BEHAVIOR AND DESIGN APPROACHES

2.1 Previous research

2.2 Relationship to prior aisc provisions for web-tapered members

CHAPTER 3 DESIGN BASIS

3.1 Key terminology

3.2 Limit state design

CHAPTER 4 STABILITY DESIGN REQUIREMENTS

4.1 Key terminology

4.2 ASCE 7 and ibc seismic stability requirements

4.3 AISC stability requirements

4.4 Stability design methods

4.5 Common analysis parameters

4.6 Detailed requirements of the stability design methods

CHAPTER 5 MEMBER DESIGN

5.1 Key terminology

5.2 Axial tension

5.3 Axial compression

5.3 Axial compression

5.5 Combined flexure and axial force

5.6 Shear

5.7 Flanges and webs with concentrated forces

5.8 Additional examples

CHAPTER 6 FRAME DESIGN

6.1 First-order analysis of frames

6.2 Second-order analysis of frames

6.3 Analysis of single-story clear-span frames

6.4 Serviceability considerations

CHAPTER 7 ANNOTATED BIBLIOGRAPHY

AISC Design Guide 25 – Frame Design Using Web-Tapered Members

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