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Mathematical theory of design of Vierendeel trusses; detailed analysis of girder of uniform section with parallel chords, divided into panels of equal stiffness, but with web-posts that may be different stiffnesses from chord-sections; numerical results and influence lines for girders of six, eight and ten panels.
Mathematical theory of design of Vierendeel trusses; detailed analysis of girder of uniform section with parallel chords, divided into panels of equal stiffness, but with web-posts that may be different stiffnesses from chord-sections; numerical results and influence lines for girders of six, eight and ten panels.
Open-frame girder
Instn Civ Engrs -- J
Bateman, E.H. (author)
1935
27 pages
Article (Journal)
English
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