Partial-Span Live Loading Effects on the Design of Multistory Multibay Steel Moment Frames
Publication: Practice Periodical on Structural Design and Construction
Volume 23, Issue 4
Abstract
A critical live load pattern is the live load pattern that will produce the maximum axial force and/or bending moment in a structural member under consideration. Structural engineers commonly select the critical live load pattern from full-span live load patterns rather than partial-span live load patterns. In order to identify the most critical live load pattern, a three-story, two-bay steel moment frame design example is presented in this paper. In this design example, both first-order and second-order analyses are used for the determination of the required strength of the columns, while the effective length method is used for the determination of the design strength of the columns. The results of the example indicate that the effects caused by partial-span live load patterns are more critical than those caused by full-span live load patterns, not only in the computation of the required strength of the structural members, but also in the calculation of the maximum lateral displacement of the entire frame.
Get full access to this article
View all available purchase options and get full access to this article.
References
AISC. 2006. Seismic design manual. Chicago: AISC.
AISC. 2010. Specification for structural steel buildings. ANSI/AISC 360-10. Chicago: AISC.
AISC. 2011. Steel construction manual. 14th ed. Chicago: AISC.
ASCE/SEI (Structural Engineering Institute). 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
Dumonteil, P. 1992. “Simple equations for effective length factors.” AISC Eng. J. 29 (3): 111–115.
Leet, K. M., C.-M. Uang, and A. M. Gilbert. 2002. Fundamentals of structural analysis. New York: McGraw-Hill Companies, Inc.
SAP2000. 1997. SAP2000 manuals. Berkeley, CA: Computers and Structures, Inc.
Vinnakota, R. 2006. Steel structures: behavior and LRFD. New York: McGraw-Hill Civil Engineering.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Jan 5, 2018
Accepted: Mar 30, 2018
Published online: Jun 28, 2018
Published in print: Nov 1, 2018
Discussion open until: Nov 28, 2018
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.