Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Analysis of case of multiple movable loads is simplified by choosing uniform loading to replace point loads, in such manner as to give equivalent results in terms of load effect; ratio of ordinates to areas of influence lines for continuous and simple beams; uniform loads for negative and for positive moments; example showing application; diagrams for equivalent uniform loads; accuracy of results; notes on general use.
Analysis of case of multiple movable loads is simplified by choosing uniform loading to replace point loads, in such manner as to give equivalent results in terms of load effect; ratio of ordinates to areas of influence lines for continuous and simple beams; uniform loads for negative and for positive moments; example showing application; diagrams for equivalent uniform loads; accuracy of results; notes on general use.
Computing moments in continuous beams
Civil Eng. (N. Y.)
Maugh, L.C. (Autor:in)
1930
3 pages
8 Figs.
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Bending moments in continuous beams
Engineering Index Backfile | 1939
|Moments in continuous beams on flexible supports
Engineering Index Backfile | 1958
|Bending moments in continuous reinforced concrete beams
Engineering Index Backfile | 1913
|Bending moments in continuous reinforced concrete beams
Engineering Index Backfile | 1905
Computing moments for continuous concrete bridges
Engineering Index Backfile | 1944
|