public void DGExample5_1ReturnsWarpingStressAtMidspan()
{
SetAiscDG9Example5_1Parameters();
z = 0.5 * L;
TorsionalFunctionFactory tf = new TorsionalFunctionFactory();
ITorsionalFunction function = tf.GetTorsionalFunction(TorsionalFunctionCase.Case3, E, G, J, L, z, T_u, C_w, t, alpha);
double theta_2der = function.Get_theta_2();
SectionStressAnalysis st = new SectionStressAnalysis();
double sigma = st.GetNormalStressDueToWarpingOpenSection(E, W_no, theta_2der);
double refValue = 28.0;
double actualTolerance = EvaluateActualTolerance(sigma, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> NormalStressDueToWarping(double E, double W_ns,double theta_2der)
{
//Default values
double sigma_ws = 0;
//Calculation logic:
SectionStressAnalysis analysis = new SectionStressAnalysis();
sigma_ws = analysis.GetNormalStressDueToWarpingOpenSection(E, W_ns, theta_2der);
return new Dictionary<string, object>
{
{ "sigma_ws", sigma_ws }
};
}
