dc.rights.license | In Copyright | en_US |
dc.creator | Ecker, John Beard | |
dc.creator | Newman, James Glenn | |
dc.date.accessioned | 2023-10-20T17:40:24Z | |
dc.date.available | 2023-10-20T17:40:24Z | |
dc.date.created | 1928 | |
dc.identifier | WLURG038_Ecker_Newman_thesis_1928 | |
dc.identifier.uri | https://dspace.wlu.edu/handle/11021/36366 | |
dc.description | There is an error in pagination causing it to appear that page 33 is missing. No pages are missing. | en_US |
dc.description.abstract | The problem of this thesis is to provide some kind of a suitable approach across North River from the Lee Highway, as an entrance to Lexington, Virginia. . . . The solution of this problem as presented in this thesis, is to construct a steel Pratt truss with an eighteen foot (18 ft) clear roadway across Horth River, and to change the site of the present roadway entrance into Lexington, details end design of which are given in the accompanying thesis. [From introductory section] | en_US |
dc.format.extent | 54 pages | en_US |
dc.language.iso | en_US | en_US |
dc.rights | This material is made available for use in research, teaching, and private study, pursuant to U.S. Copyright law. The user assumes full responsibility for any use of the materials, including but not limited to, infringement of copyright and publication rights of reproduced materials. Any materials used should be fully credited with the source. | en_US |
dc.rights.uri | http://rightsstatements.org/vocab/InC/1.0/ | en_US |
dc.title | Design of Bridge over North River as an Entrance to Lexington, Virginia | en_US |
dc.type | Text | en_US |
dcterms.isPartOf | WLURG038 - Student Papers | en_US |
dc.rights.holder | Ecker, John Beard | en_US |
dc.rights.holder | Newman, James Glenn | en_US |
dc.subject.fast | Trusses -- Design and construction | en_US |
dc.subject.fast | Truss bridges -- Design and construction | en_US |
dc.subject.fast | Virginia -- Lexington | en_US |
local.department | Civil Engineering | en_US |
local.scholarshiptype | Bachelor of Science | en_US |