public void SectionDoubleStackedReturnsMomentOfInertia()
        {
            //W18X50 + C15X33.9
            //Table 1-19
            SectionI IShape = new SectionI(null, 18.2d,7.56d, 0.695d, 0.415d);
            SectionChannel Channel = new SectionChannel(null, 15.0d, 3.4d, 0.65d, 0.4d, true, true);
            SectionDoubleStacked shape = new SectionDoubleStacked(Channel, IShape, 0.4);
            double I_x = shape.I_x;
            double refValue1 = 1456.0; //from Autocad. Does not agree with Manual which is 1250

            double I_y = shape.I_y;
            double refValue2 = 363.6; //from Autocad. Does not agree with Manual which is 1250

            double actualTolerance1 = EvaluateActualTolerance(I_x, refValue1);
            double actualTolerance2 = EvaluateActualTolerance(I_y, refValue2);
            Assert.LessOrEqual(actualTolerance1, tolerance);
            Assert.LessOrEqual(actualTolerance2, tolerance);
        }
Пример #2
0
 internal SectionChannel(double d, double b_f, double t_f, double t_w, bool IsWeakAxis, bool AreFlangeTipsDown)
 {
     ISection r = new ds.SectionChannel("", d, b_f, t_f, t_w, IsWeakAxis, AreFlangeTipsDown);
     Section = r;
 }
Пример #3
0
        public void FactoryReturnsChannel()
        {

            FlexuralMemberFactory factory = new FlexuralMemberFactory();
            AiscShapeFactory AiscShapeFactory = new AiscShapeFactory();
            ISectionChannel r = new SectionChannel("", 12.0, 6, 0.4, 0.25);


            SteelMaterial mat = new SteelMaterial(50.0, 29000);
            ISteelBeamFlexure beam12 = factory.GetBeam(r, mat, null, MomentAxis.XAxis, FlexuralCompressionFiberPosition.Top);

            Assert.IsTrue(true);
        }