Four-bolt extended unstiffened moment end-plate connections

<p>Design procedures for moment end-plate connections, which include prying action effects, have been verified for five end-plate configurations. The design procedures include the use of yield-line theory for determining the end-plate thickness and the socalled modified Kennedy method for dete...

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Bibliographic Details
Main Author: Abel, Mary Sue M.
Other Authors: Civil Engineering
Format: Others
Language:en
Published: Virginia Tech 2014
Subjects:
Online Access:http://hdl.handle.net/10919/46011
http://scholar.lib.vt.edu/theses/available/etd-11242009-020221/