public void OpeningCompositeReturnsShearStrengthSpreadsheet()
{
d = 18.24;
t_w = 0.415;
t_deck = 2.0;
t_fill = 3.25;
t_e = 3.25;
b_e = 99.0;
h_0 = 10.0;
a_o = 22.0;
A_sn = 9.15;
Q_n = 16.46;
AiscShapeFactory f = new AiscShapeFactory();
section = f.GetShape("W18X60") as ISectionI;
F_y = 50.0;
f_cPrime = 4.0;
N_studs = 99;
N_o = 4.0;
e = 0.0;
t_r = 0.5;
b_r = 2.0;
CompositeIBeamWebOpening o = new CompositeIBeamWebOpening(section, b_e, t_fill, t_deck, F_y, f_cPrime, N_studs, Q_n,
N_o, a_o, h_0, e, t_r, b_r, Steel.AISC.DeckAtBeamCondition.Parallel, 4.5, 12.0);
double phiV_n = o.GetShearStrength();
double refValue = 95.57;
double actualTolerance = EvaluateActualTolerance(phiV_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary <string, object> CompositeIBeamWebOpeningShearStrength(CustomProfile IShape, double b_eff, double h_solid, double h_rib,
double F_y, double fc_prime, double N_anchors, double Q_n, double N_o, double a_o, double h_op, double e_op, double t_r, double b_r,
string HeadedAnchorDeckCondition = "Perpendicular", double w_rMin = 4.0, double s_r = 12.0, bool IsSingleSideReinforcement = false,
double V_u = 0, double M_u = 0)
{
//Default values
double phiV_n = 0;
//Calculation logic:
ISectionI sectionI = IShape.Section as ISectionI;
if (sectionI == null)
{
throw new Exception("Specified shape type is not supported. Provide I-shape object as inputparameter");
}
DeckAtBeamCondition deckCondition;
bool IsValidHeadedAnchorDeckCondition = Enum.TryParse(HeadedAnchorDeckCondition, true, out deckCondition);
if (IsValidHeadedAnchorDeckCondition == false)
{
throw new Exception("Headed anchor position and group factor calculation failed. Invalid string provided for HeadedAnchorDeckCondition.");
}
CompositeIBeamWebOpening op = new CompositeIBeamWebOpening(sectionI, b_eff, h_solid, h_rib, F_y, fc_prime, N_anchors, Q_n, N_o, a_o, h_op, e_op,
t_r, b_r, deckCondition, w_rMin, s_r, IsSingleSideReinforcement);
phiV_n = op.GetShearStrength();
return(new Dictionary <string, object>
{
{ "phiV_n", phiV_n }
});
}
public void OpeningCompositeReturnsShearStrength()
{
CompositeIBeamWebOpening o = new CompositeIBeamWebOpening(section, b_e, t_fill, t_deck, F_y, f_cPrime, N_studs, Q_n,
N_o, a_o, h_0, e, t_r, b_r, Steel.AISC.DeckAtBeamCondition.Parallel, 4.5, 12.0);
double phiV_n = o.GetShearStrength();
double refValue = 58.1;
double actualTolerance = EvaluateActualTolerance(phiV_n, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}