AISC D813 99W 1999

$32.50

Design Guide 13: Wide-Flange Column Stiffening at Moment Connections

Published By	Publication Date	Number of Pages
AISC	1999	105

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Description

Design Guide 13 covers the determination of design strength and stiffness for unreinforced wide-flange columns at locations of strong-axis beam-to-column moment connections, as well as the design of column stiffening elements, such as trans-verse stiffeners (also known as continuity plates) and web doubler plates, when the unreinforced column strength and/or stiffness is inadequate. Recommendations for economy are included in both cases.

PDF Catalog

PDF Pages	PDF Title
1	Steel Design Guide 13
3	Copyright
4	Table of Contents
5	Chapter 1 Introduction
7	Chapter 2 Strong-Axis Moment Connections to Unreinforced Columns
17	Chapter 3 Economical Selection of Columns
21	Chapter 4 Strong-Axis Moment Connections to Stiffened Columns
37	Chapter 5 Special Considerations
43	Chapter 6 Design Examples
69	References
71	Appendix A Column Panel-Zone Web Shear Strength
79	Appendix B Local Column Strength at an Intermediate Location Along a Wide-Flange Column
87	Appendix C Local Column Strength at a Wide-Flange Column-End Location
99	Appendix D Column Stiffening Considerations for Weak-Axis Moment Connections
105	Revisions and Errata List