EXPERIMENTAL RESULTS THE STRESS-STRAIN STATE STEEL BEAMS WITH A TOTAL BEND IN THE HORIZONTAL PLANE
Abstract
Methodology is given and the experimental results of steel beams with a total bend in the horizontal plane. The result of the experiment proved that the beams of this form there is flexion-torsional buckling shape. The calculation of such beams to carry out, given torsional stress component in accordance with the theory of thin rods.Downloads
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