STATIC CALCULATIONS OF A BEAM SLAB IN THE ELASTIC DIRECTION TAKING INTO ACCOUNT SHEAR STRESSES
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Abstract
In the article on static calculation, it is possible to determine the crisis-strain state (CSS) of the elastic foundation under a beam slab without taking into account tangential stresses (longitudinal deformations) in an open contact, and also leads to a new calculation method taking them into account. Numerical testing is carried out using the variation-difference method (VDM) and the results are checked to estimate the shear stresses on the stress-strain state of the elastic foundation.
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