public async Task CalcTSectionTest()
{
Section = new SectionStrainsFactory(
new Material
{
beton = new BetonModelEC("C25/30"),
armatura = ReinforcementType.GetArmatura().Single(r => r.name == "B500B")
}, new ElementGeometryWithReinfI
{
b_eff_top = 50,
h_f_top = 8,
b = 30,
h = 30,
d1 = 6,
d2 = 6,
As_1 = 6.8,
As_2 = 6.8
}
);
Stopwatch sw = new Stopwatch();
var Calc = new CalcForces(new ConcreteForceCalc(Section));
Section.SetByEcEs1(-2);
var Fc = Calc.Calc(CalcForcesType.ConcreteForces);
var Fs1 = Calc.Calc(CalcForcesType.ReinforcementForces1);
var Fs2 = Calc.Calc(CalcForcesType.ReinforcementForces2);
Assert.IsTrue(Fc.F.Round(2) == -1275 && Fc.Z.Round(2) == 0.0);
Assert.IsTrue(Fs1.F.Round(2) == -272.0 && Fs1.Z.Round(2) == 9.0);
Assert.IsTrue(Fs2.F.Round(2) == -272.0 && Fs2.Z.Round(2) == 9.0);
}
public static void Init(TestContext tc)
{
Section = new SectionStrainsFactory(
new Material
{
beton = new BetonModelEC("C25/30"),
armatura = ReinforcementType.GetArmatura().Single(r => r.name == "B500B")
}, new ElementGeometryWithReinfT
{
b = 30,
h = 30,
d1 = 6,
d2 = 6,
As_1 = 6.8,
As_2 = 6.8
}
);
}
