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Analysis of vierendeel frames and girders with non-prismatic members
Moment distribution solution by Lightfoot is extended to frames with members of variable section; Light-foot equations are modified, conforming to changes in slope deflection equations, which form ultimate basis for method; 2 frames are solved as examples, with several assumptions regarding sectional variation and foundation fixity; effect of deliberate introduction of haunches at joints.
Analysis of vierendeel frames and girders with non-prismatic members
Moment distribution solution by Lightfoot is extended to frames with members of variable section; Light-foot equations are modified, conforming to changes in slope deflection equations, which form ultimate basis for method; 2 frames are solved as examples, with several assumptions regarding sectional variation and foundation fixity; effect of deliberate introduction of haunches at joints.
Analysis of vierendeel frames and girders with non-prismatic members
Civ Eng (Lond)
Larnach, W.J. (Autor:in)
1961
4 pages
Aufsatz (Zeitschrift)
Englisch
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