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Moment-distribution method for Vierendeel bents and girders with inclined chords
Three structures analyzed to illustrate extension of analytical conceptions and procedures in moment distribution; 3-story inclined bent, and 5-panel Vierendeel girder with its top chord inclined, both having equal chord stiffnesses in each panel; "degree-of-fixity" method explained and applied to 7-panel Vierendeel girder, with inclined top chord having second moment of area three times that of bottom chord.
Moment-distribution method for Vierendeel bents and girders with inclined chords
Three structures analyzed to illustrate extension of analytical conceptions and procedures in moment distribution; 3-story inclined bent, and 5-panel Vierendeel girder with its top chord inclined, both having equal chord stiffnesses in each panel; "degree-of-fixity" method explained and applied to 7-panel Vierendeel girder, with inclined top chord having second moment of area three times that of bottom chord.
Moment-distribution method for Vierendeel bents and girders with inclined chords
Instn Civ Engrs -- Proc
Lightfoot, E. (author)
1958
32 pages
Article (Journal)
English
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