public static Dictionary<string, object> JoistModeEffectiveWeight(double w_j, double B_j, double L_j, double S_j, string AdjacentSpanWeightIncreaseType, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double W_j = 0;
//Calculation logic:
Wosad.Steel.AISC.Entities.Enums.FloorVibrations.AdjacentSpanWeightIncreaseType _AdjacentSpanWeightIncreaseType;
bool IsValidInputString = Enum.TryParse(AdjacentSpanWeightIncreaseType, true, out _AdjacentSpanWeightIncreaseType);
if (IsValidInputString == false)
{
throw new Exception("Failed to convert string. Specify adjacent span continuity type. Please check input");
}
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
W_j = bgPanel.GetJoistModeEffectiveWeight(w_j, S_j, B_j, L_j, _AdjacentSpanWeightIncreaseType);
return new Dictionary<string, object>
{
{ "W_j", W_j }
};
}
public static Dictionary<string, object> GirderEffectivePanelWidth(double L_g,double L_j,double I_g,double I_j,double S_j,double L_floor,string BeamLocation,
string JoistToGirderConnectionType, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double B_g = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
BeamFloorLocationType _BeamFloorLocationType;
bool IsValidLocation = Enum.TryParse(BeamLocation, true, out _BeamFloorLocationType);
if (IsValidLocation == false)
{
throw new Exception("Failed to convert string. Need to specify beam location as Inner or AtFreeEdge. Please check input");
}
JoistToGirderConnectionType _JoistToGirderConnectionType;
bool IsValidConnectionString = Enum.TryParse(JoistToGirderConnectionType, true, out _JoistToGirderConnectionType);
if (IsValidConnectionString == false)
{
throw new Exception("Failed to convert string. Need to specify connection type as ConnectionToWeb or PlacementAtTopFlange. Please check input");
}
B_g = bgPanel.GetEffectiveGirderWidth(L_g, L_j, I_g, I_j, S_j, L_floor, _BeamFloorLocationType, _JoistToGirderConnectionType);
return new Dictionary<string, object>
{
{ "B_g", B_g }
};
}
public static Dictionary<string, object> JoistEffectivePanelWidth(double fc_prime, double w_c, double h_solid, double h_rib, double w_r, double s_r, string DeckAtBeamCondition,
double L_j, double I_j, double S_j, double L_floor, string BeamLocation, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double B_j = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
WosadEnums.DeckAtBeamCondition _DeckAtBeamCondition;
bool IsValidInputString = Enum.TryParse(DeckAtBeamCondition, true, out _DeckAtBeamCondition);
if (IsValidInputString == false)
{
throw new Exception("Failed to convert string. Need to specify deck direction with respect to beam being considered. Please check input");
}
BeamFloorLocationType _BeamFloorLocationType;
bool IsValidLocation = Enum.TryParse(BeamLocation, true, out _BeamFloorLocationType);
if (IsValidLocation == false)
{
throw new Exception("Failed to convert string. Need to specify beam location as Inner or AtFreeEdge. Please check input");
}
B_j = bgPanel.GetEffectiveJoistWidth(fc_prime, w_c, h_solid, h_rib, w_r, s_r, _DeckAtBeamCondition, L_j, I_j, S_j, L_floor, _BeamFloorLocationType);
return new Dictionary<string, object>
{
{ "B_j", B_j }
};
}
public void PanelReturnsJoistEffectiveWidth()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double B_j = bmPanel.GetEffectiveJoistWidth(4.0, 110.0, 3.5, 2.0, 6.0, 12,
Steel.AISC.DeckAtBeamCondition.Perpendicular,45.0*12.0, 1800.0, 7.5 * 12, 30.0 * 12,
Steel.AISC.Entities.Enums.FloorVibrations.BeamFloorLocationType.Inner);
double refValue = 20*12;
double actualTolerance = EvaluateActualTolerance(B_j, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> BeamSystemFrequencyCombined(double Delta_j, double Delta_g, double Delta_c = 0)
{
//Default values
double f = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
f = bgPanel.GetCombinedModeFundamentalFrequency(Delta_j, Delta_g, Delta_c);
return new Dictionary<string, object>
{
{ "f_n", f }
};
}
public static Dictionary<string, object> ModalDamping(List<string> DampingComponents, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double beta_floor = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
beta_floor = bgPanel.GetFloorModalDampingRatio(DampingComponents);
return new Dictionary<string, object>
{
{ "beta_floor", beta_floor }
};
}
public static Dictionary<string, object> CombinedModeEffectiveWeight(double W_j, double W_g, double Delta_j, double Delta_g)
{
//Default values
double W_c = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
W_c = bgPanel.GetCombinedModeEffectiveWeight(Delta_j, Delta_g, W_j, W_g);
return new Dictionary<string, object>
{
{ "W_c", W_c }
};
}
public static Dictionary<string, object> FloorPredictedAcceleration(double f_n, double W_c, double beta_floor, string FloorSeviceOccupancyId, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double a_g_Ratio = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
a_g_Ratio = bgPanel.GetAccelerationRatio(f_n,W_c,beta_floor,FloorSeviceOccupancyId);
return new Dictionary<string, object>
{
{ "a_g_Ratio", a_g_Ratio }
};
}
public static Dictionary<string, object> FloorAccelerationLimit(string FloorSeviceOccupancyId, string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double a_g_RatioMax = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
a_g_RatioMax = bgPanel.GetAccelerationLimit(FloorSeviceOccupancyId);
return new Dictionary<string, object>
{
{ "a_g_RatioMax", a_g_RatioMax }
};
}
public static Dictionary<string, object> GirderModeEffectiveWeight(double w_g, double B_g, double L_g, double L_jAverage,
string Code = "AISC. Design Guide 11. 1st Ed")
{
//Default values
double W_g = 0;
//Calculation logic:
FloorVibrationBeamGirderPanel bgPanel = new FloorVibrationBeamGirderPanel();
W_g = bgPanel.GetGirderModeEffectiveWeight(w_g, L_g, B_g, L_jAverage);
return new Dictionary<string, object>
{
{ "W_g", W_g }
};
}
public void PanelReturnsModalDamping()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
List<string> Components =
new List<string>()
{
"Structural system",
"Ceiling and ductwork",
"Electronic office fitout"
};
double beta = bmPanel.GetFloorModalDampingRatio(Components);
double refValue = 0.025;
double actualTolerance = EvaluateActualTolerance(beta, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsGirderEffectiveWidth()
{
double I_g = 4970.0;
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
//double B_g = bmPanel.GetEffectiveGirderWidth(30.0 * 12, 90.0 * 12, 45.0 * 12, 240.0 / 12, 110.0 / 12.0, BeamFloorLocationType.Inner, JoistToGirderConnectionType.ConnectionToWeb);
double B_g = bmPanel.GetEffectiveGirderWidth(30.0 * 12, 45.0 * 12, 4970, 1800.0, 7.5*12, 90.0 * 12, BeamFloorLocationType.Inner, JoistToGirderConnectionType.ConnectionToWeb);
double refValue = 60.0*12.0;
double actualTolerance = EvaluateActualTolerance(B_g, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsGirderEffectiveWeight()
{
double w_g = 2.89 / 12.0;
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double W_g = bmPanel.GetGirderModeEffectiveWeight(w_g, 30.0 * 12.0, 60.0 * 12.0, 45.0 * 12);
double refValue = 116.0;
double actualTolerance = EvaluateActualTolerance(W_g, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsCombinedWeight()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double W = bmPanel.GetCombinedModeEffectiveWeight(0.835, 0.366, 85.0, 116.0);
double refValue = 94.3;
double actualTolerance = EvaluateActualTolerance(W, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsJoistEffectiveWeight()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double W_j = bmPanel.GetJoistModeEffectiveWeight(0.472 / 12.0, 7.5 * 12, 20.0 * 12.0, 45.0 * 12, AdjacentSpanWeightIncreaseType.HotRolledBeamOverTheColumn);
double refValue = 85.0;
double actualTolerance = EvaluateActualTolerance(W_j, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsCombinedFrequency()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double f_c = bmPanel.GetCombinedModeFundamentalFrequency(0.835, 0.366);
double refValue = 3.23;
double actualTolerance = EvaluateActualTolerance(f_c, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public void PanelReturnsPredictedAcceleration()
{
FloorVibrationBeamGirderPanel bmPanel = new FloorVibrationBeamGirderPanel();
double a_p_g = bmPanel.GetAccelerationRatio(3.23, 94.3, 0.03, "Office");
double refValue = 0.0074;
double actualTolerance = EvaluateActualTolerance(refValue, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}