New Bolted End-Plate Connection Design

Jong Wan Hu; Jun Hyuk Ahn

doi:10.4028/www.scientific.net/AMR.1025-1026.878

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1025-1026New Bolted End-Plate Connection Design

New Bolted End-Plate Connection Design

Abstract:

This paper is principally performed to survey end-plate connection are described in the next part based on ideal limit states. The determination of end-plate based on the full plastic strength of the steel beam in accordance with 2001 AISC-LRFD manual and AISC/ANSI 358-05 Specifications. The bolted connections considered herein were performed to include the end-plate component of moment connections. This study is intended to investigate economic design for end-plate connections. In addition, the proposed end-plate model is evaluated by comparing the required factored bolt strength. The end-plates using 8 high strength bolts with wider gages demonstrated this design. The equations belonging to the step-by-step design procedure are described based on complete proving of design. Finally, new design methodology is applied to end-plate connections suggested in this study.

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Periodical:

Advanced Materials Research (Volumes 1025-1026)

Pages:

878-884

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1025-1026.878

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Online since:

September 2014

Authors:

Jong Wan Hu, Jun Hyuk Ahn*

Keywords:

End-Plate Connection, Load Resistance Factored Design (LRFD), Strength Model, Tension Bolts

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* - Corresponding Author

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