public Dictionary <string, object> PositiveMomentFlexuralStrength(CompositeSteelShape Shape, Double b_eff, Double h_solid, Double h_rib, Double F_y, Double fc_prime, Double SumQ_n)
{
return(WosadSteel.AISC_10.Composite.Flexure.PositiveMomentFlexuralStrength(Shape, b_eff, h_solid, h_rib, F_y, fc_prime, SumQ_n));
}
public Dictionary <string, object> LowerBoundMomentOfInertia(CompositeSteelShape Shape, Double b_eff, Double h_solid, Double h_rib, Double F_y, Double fc_prime, Double SumQ_n)
{
return(WosadSteel.AISC_10.Composite.Flexure.LowerBoundMomentOfInertia(Shape, b_eff, h_solid, h_rib, F_y, fc_prime, SumQ_n));
}
