Strength characteristics of thin-walled elements

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Abstract:

The paper is addressed to evaluation of the strength characteristics of a thin walled composite profile and a shelf by the condition of strength. The uniformly distributed loading of the 1.5 m long beam with different eccentricities of the crossection is considered. The values of deflections, ultimate loads are obtained. Results of the full-scale tests will be compared with the results of calculations based on application of a specialized software.