using FeMM.Common.Models;
using FeMM.Grasshopper.DataTypes;
using FeMM.Grasshopper.DataTypes.FeMM;
using Grasshopper.Kernel;
using Grasshopper.Kernel.Types;
using System;
namespace FeMM.Grasshopper.Components.MeCheck2
{
public class CompositeSectionComponent_OBSOLETE : GH_Component
{
/// <summary>
/// Initializes a new instance of the CompositeSectionComponent class.
/// </summary>
public CompositeSectionComponent_OBSOLETE()
: base("Composite Beam Property", "CBP", "Define a mixed section composed by two base sections and 2 materials", Helpers.CategoryNameConstants.CATEGORY_CHECKS, Helpers.CategoryNameConstants.SUBCATEGORY_MECHECK2)
{
}
/// <summary>
/// Registers all the input parameters for this component.
/// </summary>
protected override void RegisterInputParams(GH_InputParamManager pManager)
{
pManager.AddTextParameter("Name", "N", "The name of the section", GH_ParamAccess.item);
pManager.AddGenericParameter("Concrete Section", "CS", "Concrete slab geometry", GH_ParamAccess.item);
pManager.AddGenericParameter("Steel Section", "SS", "I section geometry", GH_ParamAccess.item);
pManager.AddGenericParameter("Concrete Material", "CM", "Material of the concrete slab", GH_ParamAccess.item);
pManager.AddGenericParameter("Steel Material", "SM", "Material of the steel section profile", GH_ParamAccess.item);
pManager.AddGenericParameter("Reinforcement Material", "RM", "Material of the rebars", GH_ParamAccess.item);
pManager.AddNumberParameter("Concrete Offset", "CO", "The distance between top flange and concrete slab", GH_ParamAccess.item, 0);
}
/// <summary>
/// Registers all the output parameters for this component.
/// </summary>
protected override void RegisterOutputParams(GH_OutputParamManager pManager)
{
pManager.AddGenericParameter("Composite Section", "CS", "The composite section", GH_ParamAccess.item);
}
/// <summary>
/// This is the method that actually does the work.
/// </summary>
/// <param name="DA">The DA object is used to retrieve from inputs and store in outputs.</param>
protected override void SolveInstance(IGH_DataAccess DA)
{
string name = "";
object concreteSection = null;
GH_BeamSection steelSection = null;
DataTypes.FeMM.GH_Material concreteMaterial = null;
DataTypes.FeMM.GH_Material steelMaterial = null;
DataTypes.FeMM.GH_Material rebarMaterial = null;
double concreteOffset = 0;
if (!DA.GetData(0, ref name))
return;
if (!DA.GetData(1, ref concreteSection))
return;
if (!DA.GetData(2, ref steelSection))
return;
if (!DA.GetData(3, ref concreteMaterial))
return;
if (!DA.GetData(4, ref steelMaterial))
return;
if (!DA.GetData(5, ref rebarMaterial))
return;
DA.GetData(6, ref concreteOffset);
// TODO: Dati che si possono prelevare dagli input dei materiali
// SpecificCompressiveStrength
// MinimumYieldStress
// MinimumYieldStress (rebar)
// steel.Modulus / concrete.Modulus
CompositeBeamPropertyModel compositeBeamPropertyModel = new()
{
Name = name,
ConcreteSection = (concreteSection as GH_Goo<object>).Value as SectionConcreteSlabModel,
SteelSection = steelSection.Value,
SteelMaterial = steelMaterial.Value,
ConcreteMaterial = concreteMaterial.Value,
RebarMaterial = rebarMaterial.Value,
VerticalOffset = concreteOffset,
};
GH_CompositeBeamProperty section = new(compositeBeamPropertyModel);
DA.SetData(0, section);
}
/// <summary>
/// Provides an Icon for the component.
/// </summary>
protected override System.Drawing.Bitmap Icon => Properties.Resources.MixedSectionIcon;
/// <summary>
/// Gets the unique ID for this component. Do not change this ID after release.
/// </summary>
public override Guid ComponentGuid => new("9a283357-955f-438e-882f-4debe0979700");
}
}