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.Perpendicular,4.5,12.0);
double phiV_n = o.GetShearStrength();
double refValue =30.94;
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 = true)
{
//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 }
};
}