Operation of reinforced concrete beams along an inclined section under conditions of one-sided heating
Shodiljon UmarovFergana polytechnic institute, 86 Fergana Street, Fergana 150107, UzbekistanSaxiba MirzababayevaFergana polytechnic institute, 86 Fergana Street, Fergana 150107, UzbekistanZebuniso AbobakirovaFergana polytechnic institute, 86 Fergana Street, Fergana 150107, UzbekistanNatalya GoncharovaFergana polytechnic institute, 86 Fergana Street, Fergana 150107, UzbekistanShokhrukh DavlyatovFergana polytechnic institute, 86 Fergana Street, Fergana 150107, Uzbekistan
ABI
Аннотация
This article presents the results of experimental and theoretical studies of the operation of inclined sections of bendable elements operating under conditions of unilateral heating. A method for calculating such structures for transverse forces is proposed, taking into account the actual stress-strain state of the element
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