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Successive Elimination of Unknowns in the Slope Deflection Method
A method of applying the usual slope deflection equations is presented in this paper, which by successively expressing all the unknown elements in terms of a few unknowns makes an exact solution possible without the formal solution of a large number of simultaneous equations.
The method is described by showing its application to three types of structures: Continuous beams, building frames with shallow wind-bracing, and the Vierendeel truss. Certain principles are then enumerated, which may be extended to other structures that may be solved by the slope deflection method.
Successive Elimination of Unknowns in the Slope Deflection Method
A method of applying the usual slope deflection equations is presented in this paper, which by successively expressing all the unknown elements in terms of a few unknowns makes an exact solution possible without the formal solution of a large number of simultaneous equations.
The method is described by showing its application to three types of structures: Continuous beams, building frames with shallow wind-bracing, and the Vierendeel truss. Certain principles are then enumerated, which may be extended to other structures that may be solved by the slope deflection method.
Successive Elimination of Unknowns in the Slope Deflection Method
Wilbur, John B. (author)
Transactions of the American Society of Civil Engineers ; 102 ; 346-351
2021-01-01
61937-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Successive elimination of unknowns in slope deflection method
| Engineering Index Backfile | 1935
Successive elimination of unknowns in slope deflection method
| Engineering Index Backfile | 1936
| Engineering Index Backfile | 1945