using FeMM.Common.Models;
using FeMM.Grasshopper.DataTypes.FeMM;
using FeMM.Grasshopper.Helpers;
using Grasshopper.Kernel;
using Grasshopper.Kernel.Parameters;
using System;
using System.Runtime.Versioning;
namespace FeMM.Grasshopper.Components.Loads
{
#if NETCOREAPP
[SupportedOSPlatform("windows")]
#endif
public class BeamPreLoadComponent : GH_Component
{
/// <summary>
/// Initializes a new instance of the BeamPreLoadComponent class.
/// </summary>
public BeamPreLoadComponent()
: base("Beam PreLoad", "BPL", "Defines the beam preload", CategoryNameConstants.CATEGORY_FEMM, CategoryNameConstants.SUBCATEGORY_LOADS)
{
}
/// <summary>
/// Registers all the input parameters for this component.
/// </summary>
protected override void RegisterInputParams(GH_InputParamManager pManager)
{
pManager.AddGenericParameter("Beam", "B", "The beam where add the Force density load", GH_ParamAccess.item);
pManager.AddGenericParameter("LoadCase", "LC", "The load case", GH_ParamAccess.item);
pManager.AddIntegerParameter("Type", "T", "The load type", GH_ParamAccess.item, 0);
Param_Integer param = pManager[2] as Param_Integer;
param.AddNamedValue("Tension", 0);
param.AddNamedValue("Strain", 1);
pManager.AddNumberParameter("Value", "V", "The load value", GH_ParamAccess.item);
}
/// <summary>
/// Registers all the output parameters for this component.
/// </summary>
protected override void RegisterOutputParams(GH_OutputParamManager pManager)
{
pManager.AddGenericParameter("Beam", "B", "The modified beam", 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)
{
GH_Beam beam = null;
GH_Case lc = null;
int type = 0;
double value = 0;
if (!DA.GetData("Beam", ref beam))
return;
if (!DA.GetData("LoadCase", ref lc))
return;
if (!DA.GetData("Type", ref type))
return;
if (!DA.GetData("Value", ref value))
return;
Message = type == 0 ? "Tension" : "Strain";
LoadCaseModel loadCaseModel = null;
if (lc.Value != null && lc.Value is LoadCaseModel lccc)
loadCaseModel = new LoadCaseModel(lccc);
else
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Input case must be a load case");
return;
}
if (loadCaseModel.NonStructuralMassAcceleration)
AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "The connected LoadCase have the Non-structural mass flag set to on");
var load = new BeamPreLoadModel(loadCaseModel, value, type == 0 ? BeamPreLoadModel.LoadType.Tension : BeamPreLoadModel.LoadType.Strain);
var newBeam = new GH_Beam(beam);
newBeam.Value.Loads.Add(load);
DA.SetData(0, newBeam);
}
public override GH_Exposure Exposure => GH_Exposure.secondary;
/// <summary>
/// Provides an Icon for the component.
/// </summary>
protected override System.Drawing.Bitmap Icon => Properties.Resources.BeamPreTensionIcon;
/// <summary>
/// Gets the unique ID for this component. Do not change this ID after release.
/// </summary>
public override Guid ComponentGuid => new("72c9f8a9-8c17-43d7-86c4-088c0aeaac56");
}
}