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Direct Analysis for Design Evaluation of Partially Restrained Steel Framing Systems

✍ Scribed by Surovek, Andrea E.; White, Donald W.; Leon, Roberto T.

Book ID
120212404
Publisher
American Society of Civil Engineers
Year
2005
Tongue
English
Weight
208 KB
Volume
131
Category
Article
ISSN
0733-9445

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This paper proposes a method for column design in non-sway bare steel structures which takes into account the semi-rigid action of the beam to column connections when estimating the effective length ratio. The simple design method ignores column head moments arising from connection eccentricity for