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Summary of Stresses
Center Line Curvature
Bending of a Pretwisted Bar of Monosymmetric
4 other sections not shown
Appendix applied approximation assumed axis become bending boundary condition boundary condition B3–2 boundary condition Bl-l boundary value problems Cl-l coefficients compatibility constants containing coordinate correction terms corresponding cross section curvatures derived described determined dimensionless direction El-l element Eliminating elliptical section equal to zero equation E2-2 Equations expressing equilibrium and boundary expressing the vanishing Figure finite stresses gives gives an ordinary higher Integrating equations introduced into equations lateral surface manner method moments monosymmetric noting obtained ordinary differential equation plane power of k power series pretwisted bar principal axes rectangular reduce relations respect rotated satisfied series expansions series solution set of equations ſº solution of equations straight bar stress functions Substituting take the form taken thin tion zero