Analysis of cantilever beam under eccentric dynamic loading

Stoyer, Roy D.

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dc.contributor.author	Stoyer, Roy D.
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2021-03-22T18:08:16Z
dc.date.available	2021-03-22T18:08:16Z
dc.date.issued	1978
dc.identifier.other	b13711672
dc.identifier.other	944959457
dc.identifier.uri	https://jupiter.ysu.edu:443/record=b1371167
dc.identifier.uri	http://hdl.handle.net/1989/16031
dc.description	ix, 40 leaves : illustrations ; 28 cm Thesis M.S. Youngstown State University 1978. Includes bibliographical references (leaf 40).	en_US
dc.description.abstract	This thesis will present the basic equations necessary to predict the stresses produced in a cantilever beam when it is subjected to an eccentric dynamic load. These equations will then be discussed with respect to their advantages and disadvantages concerning the accuracy of their predictions and the simplicity of their applications. An explanation will next be given of an experimental model which was used to obtain data on this subject through the use of electrical resistance strain gages. A comparison will then be made of the data obtained in this experiment with the data obtained through analytical treatment of the model. Following this is a concluding discussion on recommendations of methods for analyzing a cantilever beam subjected to eccentric dynamic loading.	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, 1978.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0191
dc.subject	Strains and stresses -- Mathematical models.	en_US
dc.subject	Girders.	en_US
dc.title	Analysis of cantilever beam under eccentric dynamic loading	en_US
dc.type	Thesis	en_US

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