Digital.Maag Repository

Analysis of a tension splice by finite element techniques

Show simple item record Palanivel, Somasundaram
dc.contributor.other Youngstown State University, degree granting institution.
dc.contributor.other Youngstown State University. Rayen School of Engineering. 2020-08-14T14:34:51Z 2020-08-14T14:34:51Z 1973
dc.identifier.other 908694296
dc.identifier.other b1675184
dc.identifier.uri b1675184
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

Files in this item

This item appears in the following Collection(s)

Show simple item record

Search Digital.Maag

Advanced Search


My Account