AISC Design Guide 13..

More documents

Recommendations

Info

13 Steel <strong>Design</strong> <strong>Guide</strong> Series Stiffening of Wide-Flange Columns at Moment Connections: Wind and Seismic Applications Charles J. Carter, PE American Institute of Steel Construction, Inc. Chicago, IL AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC.
Copyright © 1999 by American Institute of Steel Construction, Inc. All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher. The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitablility, and applicability by a licensed professional engineer, designer, or architect. The publication of the material contained herein is not intended as a representation or warranty on the part of the American Institute of Steel Construction or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. Anyone making use of this information assumes all liability arising from such use. Caution must be exercised when relying upon other specifications and codes developed by other bodies and incorporated by reference herein since such material may be modified or amended from time to time subsequent to the printing of this edition. The Institute bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition. Printed in the United States of America Second Printing: October 2003 © 2003 by American Institute of Steel Construction, Inc. All rights reserved. This publication or any part thereof must not be reproduced in any form without permission of the publisher.
Page 1: © 2003 by American Institute of St
Page 5 and 6: Chapter 1 INTRODUCTION 1.1 Scope Th
Page 7 and 8: Chapter 2 STRONG-AXIS MOMENT CONNEC
Page 9 and 10: 2.2 Determining the Design Strength
Page 11 and 12: ±Puf ±(Puf)2 ±(Puf)1 ±(Puf)2 ±
Page 13 and 14: Ct 0.5 if the distance from the co
Page 15 and 16: 2.3 Column Cross-Sectional Stiffnes
Page 17 and 18: Chapter 3 ECONOMICAL SELECTION OF C
Page 19 and 20: easily offset by the savings in lab
Page 21 and 22: Chapter 4 STRONG-AXIS MOMENT CONNEC
Page 23 and 24: column flange to develop the streng
Page 25 and 26: stiffness and effective area. Howev
Page 27 and 28: where the transverse stiffeners ext
Page 29 and 30: In high-seismic applications, the t
Page 31 and 32: FEXX weld electrode specified mini
Page 33 and 34: t p Vudp 09 . 06 . F d y c (4.4-1
Page 35 and 36: k Encroachment of web doubler plate
Page 37 and 38: Chapter 5 SPECIAL CONSIDERATIONS 5.
Page 39 and 40: transfer the portion of the flange
Page 41 and 42: 5.6 Diagonal Stiffeners and the dia
Page 43 and 44: Chapter 6 DESIGN EXAMPLES Example 6
Page 45 and 46: identified as economical in Chapter
Page 47 and 48: Design the web doubler plate and it
Page 49 and 50: flange with 1/ 4 -in. double-sided
Page 51 and 52: 3 4 Nd 0.160 d 15 . W1490, 2 tw
Page 53 and 54:
From Equation 4.3-2, the minimum wi
Page 55 and 56:
Solution: s R n 09 . mpe 2 tf F
Page 57 and 58:
Determine which column-end criteria
Page 59 and 60:
Solution A: Summary A: Try a W14159
Page 61 and 62:
Solution B: Solution C: Table J2.4
Page 63 and 64:
R n 09 . 06 . Fystw( l 2 clip) Fro
Page 65 and 66:
cyclic tests. From Engelhardt et al
Page 67 and 68:
Determine the design panel-zone web
Page 69 and 70:
REFERENCES American Institute of St
Page 71 and 72:
Appendix A COLUMN PANEL-ZONE WEB SH
Page 73 and 74:
Table A-1 (cont’d) Panel-Zone Web
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Appendix B LOCAL COLUMN STRENGTH AT
Page 81 and 82:
Table B-1 Local Column Strength at
Page 83 and 84:
Table B-1 (cont’d) Local Column S
Page 85 and 86:
Table B-1 (cont’d) Local Column S
Page 87 and 88:
Appendix C LOCAL COLUMN STRENGTH AT
Page 89 and 90:
Table C-1 Local Column Strength at
Page 91 and 92:
Table C-1 (cont’d) Local Column S
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Page 99 and 100:
Appendix D COLUMN STIFFENING CONSID
Page 101 and 102:
tobe increased toaccommodate these
Page 103 and 104:
1. Runoff bars and backing bars may
show all

AISC Design Guide 13..

Create successful ePaper yourself

Delete template?

Save as template?