/// <summary>
/// Creates default LabelFloor
/// </summary>
public LabelFloor()
{
PrimaryReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
SecondaryReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
CreepCoefficient = 2.0;
EnabledInternalForcesFloor = new List <EnabledInternalForcesForFloor>();
EnabledInternalForcesFloor.Add(EnabledInternalForcesForFloor.MY);
}
/// <summary>
/// Creates default LabelWall
/// </summary>
public LabelWall()
{
VerticalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
HorizontalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
CreepCoefficient = 2.0;
EnabledInternalForcesWall = new List <EnabledInternalForcesForWall>();
EnabledInternalForcesWall.Add(EnabledInternalForcesForWall.FX);
EnabledInternalForcesWall.Add(EnabledInternalForcesForWall.MX);
}
/// <summary>
/// Creates default LabelBeam
/// </summary>
public LabelBeam()
{
LongitudinalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
CreepCoefficient = 2.0;
TransversalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
EnabledInternalForcesBeam = new List <EnabledInternalForcesForBeam>();
EnabledInternalForcesBeam.Add(EnabledInternalForcesForBeam.MY);
EnabledInternalForcesBeam.Add(EnabledInternalForcesForBeam.FZ);
SlabBeamInteraction = ConcreteTypes.BeamSectionType.WithSlabBeamInteraction;
}
/// <summary>
/// Creates default LabelColumn
/// </summary>
public LabelColumn()
{
LongitudinalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
CreepCoefficient = 2.0;
TransversalReinforcement = new CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema();
EnabledInternalForces = new List <ConcreteTypes.EnabledInternalForces>();
EnabledInternalForces.Add(ConcreteTypes.EnabledInternalForces.MY);
EnabledInternalForces.Add(ConcreteTypes.EnabledInternalForces.FX);
LengthCoefficientY = 1.0;
LengthCoefficientZ = 1.0;
BucklingDirectionY = true;
BucklingDirectionZ = true;
ColumnStructureTypeY = ConcreteTypes.ColumnStructureType.NonSway;
ColumnStructureTypeZ = ConcreteTypes.ColumnStructureType.NonSway;
}
/// <summary>
/// Verify parameters of steel in the label.
/// </summary>
/// <param name="steel">Steel properties</param>
/// <param name="longitudinal">Information about the type of reinforcement. True if longitudinal.</param>
/// <returns></returns>
public List <string> VerifySteel(CodeCheckingConcreteExample.UIComponents.RCSteelParameters.RCSteelParametersSchema steel, bool longitudinal)
{
List <string> errors = new List <string>();
if (steel.Material == null)
{
errors.Add(Resources.ResourceManager.GetString(longitudinal ? "ErrReinforcementMaterialL" : "ErrReinforcementMaterialT"));
}
else if (steel.MinimumYieldStress < Double.Epsilon)
{
errors.Add(Resources.ResourceManager.GetString(longitudinal ? "ErrReinforcementYieldStressL" : "ErrReinforcementYieldStressT"));
}
if (steel.RebarBarType == null || steel.BarDiameter < Double.Epsilon || steel.DeformationType == Autodesk.Revit.DB.CodeChecking.Engineering.Concrete.ConcreteTypes.SteelSurface.Unknown)
{
errors.Add(Resources.ResourceManager.GetString(longitudinal ? "ErrRebarL" : "ErrRebarT"));
}
return(errors);
}
