СHECKING THE BEAMS FOR STRENGTH IN LONGITUDINAL BENDING BY PLOTTING THE GEOMETRIC SIZE OF THE CROSS SECTION
Dekhkonov Ulugbek
Associate Professor Namangan Engineering-Construction Institute
Najmiddinov Insomiddin
Namangan Engineering-Construction Institute, Senior Lecturer at the Department of Strength of Materials and Mechanics.
Isaboev Sharofiddin
Namangan Engineering-Construction Institute, Senior Lecturer of the Department “Strength of Materials and Mechanics”
Azamov Kodirjon
Namangan Engineering-Construction Institute, Associate Professor of the Department of Strength of Materials and Mechanics, senior lecturer.
Annotation: the article gave rise to the equation of choice of its cross-section by constructing an epuyur for a geometric dimension with the selection of a plot in which the maximum full voltage of the cross-section of the balka working on the bend is formed. These issues are known to have previously been identified by constructing cutting force and bending moment epures.
Keywords: Shear force, bending moment, diagrams, tangential stresses, normal stresses, geometric dimensions, equations.