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Continuous beams analyzed by slope increments
Moments at supports of beams calculated from fixed end moments by using concept of stiffness and carryover factors, by means of successive approximation of slopes rather than of moments.
Continuous beams analyzed by slope increments
Moments at supports of beams calculated from fixed end moments by using concept of stiffness and carryover factors, by means of successive approximation of slopes rather than of moments.
Continuous beams analyzed by slope increments
Civ Eng (NY)
Wallace, F.A. (Autor:in)
Civil Engineering ; 24
1954
2 pages
Aufsatz (Zeitschrift)
Englisch
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