| Author(s): |
A. Abdul-Shafi
|
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Engineering Journal, March 1979, n. 1, v. 16 |
| Page(s): | 18-22 |
| DOI: | 10.62913/engj.v16i1.329 |
| Abstract: |
A quick and simple method is described herein for the solution of deflections in symmetrical vierendeel type structures such as multistory one-bay frames and vierendeel trusses. The method takes shear and flexural effects into consideration. A solution for moments, that can be conveniently utilized in the evaluation of deflections, is also briefly described. The deflections are solved for by use of two factors: one factor is associated with fixed end momentsin chord elements, and the other is related to the distributed moments at both ends of the element. |
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