Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Beam Deflections by Second and Third Moments
The various methods for computing beam deflections may be classified into two main groups-the double-integration method and the moment-area method. In both methods, beam deflection is considered a function of bending moment; and bending moment, in turn, is a function of the force system acting on the beam. In other words, deflection is computed, not directly from the forces acting on the beam, but rather indirectly through the medium of bending moment. Such indirect approach naturally makes the computations lengthy and complicated, and the aim of this paper is to suggest a more direct solution.
Beam Deflections by Second and Third Moments
The various methods for computing beam deflections may be classified into two main groups-the double-integration method and the moment-area method. In both methods, beam deflection is considered a function of bending moment; and bending moment, in turn, is a function of the force system acting on the beam. In other words, deflection is computed, not directly from the forces acting on the beam, but rather indirectly through the medium of bending moment. Such indirect approach naturally makes the computations lengthy and complicated, and the aim of this paper is to suggest a more direct solution.
Beam Deflections by Second and Third Moments
Shih-Chang, Hsu (Autor:in)
Transactions of the American Society of Civil Engineers ; 113 ; 445-464
01.01.2021
201948-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Beam deflections by second and third moments
Engineering Index Backfile | 1948
|Beam deflections by second and third moments
Engineering Index Backfile | 1947
|Closure to “Newmark on Deflections And Moments”
ASCE | 2021
|Discussion of “Johnston on Deflections And Moments”
ASCE | 2021
|Deflections of Beams With Variable Moments of Inertia
ASCE | 2021
|