A Critical Analysis of Existing Formulas for Estimating the Instantaneous Deflection of Simply Supported Symmetrical Double-Tapered Glued - Laminated Timber Beams Loaded by A Uniformly Distributed Transverse Load
A critical analysis of seven existing formulas for estimating the instantaneous deflection of simply supported symmetrical double-tapered glulam beams loaded by uniformly distributed transverse load is presented. Within a numerical example, the results obtained by the different formulas are compared with those obtained by the finite element method.
Authors
- Chavdar Penelov
Publication Details
- Journal
- ANNUAL OF Univercity of architecture civil engineering and geodesy
- Published
- 2024-09-30
- DOI
- https://doi.org/10.71167/uaceg.2024.570314
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00