Ultimate strength analysis of beams with eccentric rectangular web openings

Digitized by Kansas Correctional Industries

Bibliographic Details
Main Author: Richard, Michael Wayne
Language:en_US
Published: Kansas State University 2011
Online Access:http://hdl.handle.net/2097/10427
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spelling ndltd-KSU-oai-krex.k-state.edu-2097-104272019-03-23T19:37:48Z Ultimate strength analysis of beams with eccentric rectangular web openings Richard, Michael Wayne Digitized by Kansas Correctional Industries 2011-07-12T19:22:11Z 2011-07-12T19:22:11Z 1971 1971 2010 Thesis http://hdl.handle.net/2097/10427 en_US This volume was digitized and made accessible online due to deterioration of the original print copy. If you are the author of this work and would like to have online access removed, please contact the Library Administration Office, 785-532-7400, library@k-state.edu. Kansas State University
collection NDLTD
language en_US
sources NDLTD
description Digitized by Kansas Correctional Industries
author Richard, Michael Wayne
spellingShingle Richard, Michael Wayne
Ultimate strength analysis of beams with eccentric rectangular web openings
author_facet Richard, Michael Wayne
author_sort Richard, Michael Wayne
title Ultimate strength analysis of beams with eccentric rectangular web openings
title_short Ultimate strength analysis of beams with eccentric rectangular web openings
title_full Ultimate strength analysis of beams with eccentric rectangular web openings
title_fullStr Ultimate strength analysis of beams with eccentric rectangular web openings
title_full_unstemmed Ultimate strength analysis of beams with eccentric rectangular web openings
title_sort ultimate strength analysis of beams with eccentric rectangular web openings
publisher Kansas State University
publishDate 2011
url http://hdl.handle.net/2097/10427
work_keys_str_mv AT richardmichaelwayne ultimatestrengthanalysisofbeamswitheccentricrectangularwebopenings
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