A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Analysis of continuous trusses by carry-over moments
Procedure for analysis of continuous trusses subjected to stationary or moving loads; depth of truss may be constant or variable; procedure is successive approximation which may be carried out to desired degree of accuracy; one starting value is computed at each support, and continuity is established by means of carryover factors only; numerical examples.
Analysis of continuous trusses by carry-over moments
Procedure for analysis of continuous trusses subjected to stationary or moving loads; depth of truss may be constant or variable; procedure is successive approximation which may be carried out to desired degree of accuracy; one starting value is computed at each support, and continuity is established by means of carryover factors only; numerical examples.
Analysis of continuous trusses by carry-over moments
ASCE -- Proc (J Structural Div)
Tuma, J.J. (author)
1959
27 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Trusses carry office building over St. Louis theater
Engineering Index Backfile | 1926
Heavy timber trusses carry timber arches
| Engineering Index Backfile | 1943
Parallel trusses carry dome of Cincinnati station
| Engineering Index Backfile | 1932
Analysis of multiple-span continuous trusses
| Engineering Index Backfile | 1957
Overhead trusses carry arch centering for Pennsylvania R. R. Bridge at Philadelphia
| Engineering Index Backfile | 1930