SPECIFIED METHOD OF CALCULATION OF DURABILITY OF SPATIAL SECTIONS OF PRELIMINARY TENSE REINFORCE-CONCRETE ELEMENTS OF RECTANGULAR PROFILE WITH DOUBLE RE-ENFORCEMENT AT BEND WITH TWISTING ON BASIS OF DEFORMATION MODEL
Coming from the analysis of own researches the specified methodology of determination of durability of spatial sections of preliminary tense reinforce-concrete elements of rectangular profile is offered with double re-enforcement at a bend with twisting on the basis of deformation model.
