EXPERIMENTAL RRESEARCH ON THIN STEEL PLATE-TO- TIMBER JOINTS

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Abstract


There is a need of new cost-effective elements of timber structures due to increasing de- mand for individual residential houses. Accordingly, we developed a new design of the com- posite beam with corrugated steel web. Timber flanges with the steel web fit together by the dowel joint, the calculation of which requires clarification by means of the introduction of a design coefficient. The paper presents the main results of an experimental research on thin steel plate-to-timber symmetrical dowel joints. The paper concluded with design coefficients for formulas for determining the bearing capacity of thin steel plate-to-timber dowel joints under short term loads which obtained from results of the experiment

V P Sintsov

V. I. Vernadsky Crimean Federal University

Email: odie@i.ua

L V Liutov

V. I. Vernadsky Crimean Federal University

Email: odie@i.ua

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