Calculation of the upper beam bending of a saw gin
D. M. MukhammadievInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanKh.A. AkhmedovInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanIlhom ErgashevInstitute of Mechanics and Seismic Stability of Structures of the Academy of Sciences of the Republic of Uzbekistan, Tashkent, UzbekistanLola ZhamolovaTashkent State Agrarian University, Tashkent, UzbekistanKh. J. AbdugaffarovTashkent State Agrarian University, Tashkent, Uzbekistan
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Abstract The article presents the data of studies of the upper beam deflection of a saw gin. The displacement-based finite element method can be used to calculate the upper beam bending of a saw gin with variable thickness. It was determined that under the maximum load of 3004.43 N/m on the upper beam of the saw gin, the deflection reached 10.2 mm at L=1.327 m. Therefore, to reduce the deflection of the upper beam, it is necessary to increase the moment of inertia by changing its cross-section. To do this, it is necessary to create a new design of the upper beam of a saw gin, providing the greater value of the moment of inertia than I =2.19-10 5 m 4
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