Analysis of a tension splice by finite element techniques

Palanivel, Somasundaram

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dc.contributor.author	Palanivel, Somasundaram
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2020-08-14T14:34:51Z
dc.date.available	2020-08-14T14:34:51Z
dc.date.issued	1973
dc.identifier.other	908694296
dc.identifier.other	b1675184
dc.identifier.uri	b1675184
dc.identifier.uri	http://hdl.handle.net/1989/15688
dc.description	vii, 120 leaves : illustrations, black and white photographs ; 29 cm Thesis M.S. Youngstown State University 1973. Includes bibliographical references (leaf 120).	en_US
dc.description.abstract	The purpose of this thesis was to analyze a tension splice connection used in the bottom chord of long roof truss. Using finite element techniques and the STRUDL-II program, analytical results were obtained and then verified experimentally. Test specimens were strain gaged at points of maximum stress, as obtained from analytical results, and then tested to a maximum load of 70,000 lbs. Based on the experimental verification of the analytical results, the correct analytical procedure or modeling technique was obtained and thereby enabling the analyst to determine the load capacity of the splice connection.	en_US
dc.description.sponsorship	Youngstown State University. Rayen School of Engineering.	en_US
dc.language.iso	en_US	en_US
dc.publisher	[Youngstown, Ohio] : Youngstown State University, 1973.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0064
dc.subject	Roof trusses -- Design and construction.	en_US
dc.subject	Strains and stresses.	en_US
dc.title	Analysis of a tension splice by finite element techniques	en_US
dc.type	Thesis	en_US

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