Moment Resistance of I-Section End-Plate Roof Girder Splices; A Case Study

This article deals with the problem of determining the resistance of end-plate connections. A nonlinear FEM model of the joint was constructed in order to predict its carrying capacity. A standard code procedure was done as well. The analyses have been done to assess atypical end-plate joints design...

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Bibliographic Details
Main Authors: Żółtowski K., Kalitowski P.
Format: Article
Language:English
Published: Sciendo 2016-12-01
Series:Archives of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/ace.2016.62.issue-4/ace-2015-0105/ace-2015-0105.xml?format=INT

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