Stan Graniczny Pręta Jednocześnie Skręcanego i Rozciąganego przy Dowolnym Kształcie Przekroju
The basic equation in displacements is soived by means of the perturbation method taking into consideration the influence of torsion on tension and showing that it is possible to make use of all the solutions of the Laplace equation 7/2 Wo = 0, known from the theory of elasticity. Con- fining ourselves to the first approximation, simple effective equations (4.22), (4.23) are obtained rulating the coefficient a characteristic of the form of the limit curve (4.20) for Ms & n with the geo-
metric characteristics of the profile under consideration. Finally, applying Hermitian interpolation, the applicability range of the Eq. (4.20) is extended to the entire 0 < ms < 1, 0 < n < 1 region (where ms is the dimensionless torque and n- the dimensionless longitudinal force) thus obtaining the full equation of the limit curve f (ms, n) = 0, (5.2), valid for any profile, The examples given in conclusion concern the limit load (ms, n) of a bar in the form of any regular polygonal cross-section: the approximate formula (5.6) proposed gives in the particular case where the number of sides of the polygon p -> o the known accurate equation of the limit curve for the circular bar.
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