using FeMM.Common.Models;
using FeMM.Grasshopper.DataTypes.FeMM;
using FeMM.Grasshopper.Helpers;
using Grasshopper.Kernel;
using Grasshopper.Kernel.Special;
using MeChecksApi;
using System;
using System.Collections.Generic;
using System.Linq;
using System.Runtime.Versioning;
namespace FeMM.Grasshopper.Components.MeCheck
{
#if NETCOREAPP
[SupportedOSPlatform("windows")]
#endif
public class MixedSectionBeamCheckComponent : GH_Component
{
/// <summary>
/// Initializes a new instance of the MixedSectionBeamCheckComponent class.
/// </summary>
public MixedSectionBeamCheckComponent()
: base("Mixed Section Beam Check", "MSBC", "Perform the security chech of a super-beam with mixed sections", CategoryNameConstants.CATEGORY_CHECKS, CategoryNameConstants.SUBCATEGORY_MECHECK)
{
}
/// <summary>
/// Registers all the input parameters for this component.
/// </summary>
protected override void RegisterInputParams(GH_InputParamManager pManager)
{
pManager.AddGenericParameter("Model", "M", "The FEM model from MeChecks", GH_ParamAccess.item);
pManager.AddGenericParameter("Beams", "B", "The model beams definitions", GH_ParamAccess.list);
pManager.AddTextParameter("Phase Inf Load Cases", "INF", "The load cases name to assign to the Inf phase", GH_ParamAccess.list);
pManager[2].Optional = true;
pManager.AddTextParameter("Phase Ninf Load Cases", "NINF", "The load cases name to assign to the NInf phase", GH_ParamAccess.list);
pManager[3].Optional = true;
pManager.AddTextParameter("Phase N0 Load Cases", "N0", "The load cases name to assign to the N0 phase", GH_ParamAccess.list);
pManager[4].Optional = true;
/*
pManager.AddNumberParameter(char.ConvertFromUtf32(0x3B3) + "s", char.ConvertFromUtf32(0x3B3) + "s", "Partial safety factor of rebar", GH_ParamAccess.item, 1.15);
pManager.AddNumberParameter(char.ConvertFromUtf32(0x3B3) + "c", char.ConvertFromUtf32(0x3B3) + "c", "Partial safety factor of concrete", GH_ParamAccess.item, 1.5);
pManager.AddNumberParameter(char.ConvertFromUtf32(0x3B1) + "cc", char.ConvertFromUtf32(0x3B1) + "cc", char.ConvertFromUtf32(0x3B1) + "cc factor of concrete", GH_ParamAccess.item, 0.85);
pManager.AddNumberParameter(char.ConvertFromUtf32(0x3B3) + "m0", char.ConvertFromUtf32(0x3B3) + "m0", "Partial safety factor of rebar", GH_ParamAccess.item, 1.05);
*/
pManager.AddNumberParameter("Concrete design stress", "CS", "Concrete design stress", GH_ParamAccess.item);
pManager.AddNumberParameter("Web yield stress", "WS", "Steel design yield stress of web carpenty", GH_ParamAccess.item);
pManager.AddNumberParameter("Rebar yiend stress", "RS", "Design yield stress of reinforcement steel", GH_ParamAccess.item);
pManager.AddNumberParameter("Short-life homogenization", "SH", "Short-life load homogenization coefficient", GH_ParamAccess.item);
pManager.AddNumberParameter("Long-life homogenization", "LH", "Long-life load homogenization coefficient", GH_ParamAccess.item);
pManager.AddNumberParameter("Slenderness", "SP", "Slenderness reduction parameter", GH_ParamAccess.item);
}
/// <summary>
/// Registers all the output parameters for this component.
/// </summary>
protected override void RegisterOutputParams(GH_OutputParamManager pManager)
{
}
/// <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_Model model = null;
var beams = new List<GH_MixedSectionBeam>();
double fcd = 0, fyd = 0, fydar = 0, n0 = 0, n1 = 0, c235 = 0;
var lcs_inf = new List<string>();
var lcs_ninf = new List<string>();
var lcs_n0 = new List<string>();
int n = 0;
if (!DA.GetData(n++, ref model))
return;
if (!DA.GetDataList(n++, beams))
return;
if (!DA.GetDataList(n++, lcs_inf))
AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Input parameter Inf failed to collect data");
if (!DA.GetDataList(n++, lcs_ninf))
AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Input parameter Ninf failed to collect data");
if (!DA.GetDataList(n++, lcs_n0))
AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, "Input parameter N0 failed to collect data");
if (!DA.GetData(n++, ref fcd))
return;
if (!DA.GetData(n++, ref fyd))
return;
if (!DA.GetData(n++, ref fydar))
return;
if (!DA.GetData(n++, ref n0))
return;
if (!DA.GetData(n++, ref n1))
return;
if (!DA.GetData(n++, ref c235))
return;
if (!model.IsValid)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Model not valid");
return;
}
if (beams.Count == 0)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Empty beams definition list");
return;
}
if (beams.Count != model.Value.Beams.Count())
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "The number of beams doesn't match the number of beams");
return;
}
if (((GH_Attributes<IGH_Component>)Params.Input[0].Sources[0].Attributes.GetTopLevel).Owner is SuperElementCheckComponent se)
{
// Connect the ValueList component on the phases input item
for (int p = 2; p <= 4; p++)
{
IEnumerable<IGH_Param> keys_analysisResultLists = Params.Input[p].Sources
.Where(s => s.GetType() == typeof(GH_ValueList));
foreach (GH_ValueList vallist in keys_analysisResultLists)
{
if (vallist.ListMode != GH_ValueListMode.CheckList)
vallist.ListMode = GH_ValueListMode.CheckList;
ComponentsHelper.SetValueList(vallist, se.CasesNames);
vallist.NickName = Params.Input[p].NickName;
}
}
if (se.IsRunning)
{
IMeChecksApi api = ApiHelper.Connect();
if (api == null)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Unable to connect with meChecks. Please check in the program is running");
return;
}
api.AddCheckModule("MixSecsBeamSecCheck");
api.CallPluginApi("MixSecsBeamSecCheck", "SetPhaseLoadCases", "Inf", lcs_inf.ToArray());
api.CallPluginApi("MixSecsBeamSecCheck", "SetPhaseLoadCases", "Ninf", lcs_ninf.ToArray());
api.CallPluginApi("MixSecsBeamSecCheck", "SetPhaseLoadCases", "N0", lcs_n0.ToArray());
foreach (BeamModel beam_model in model.Value.Beams)
{
GH_MixedSectionBeam beam = beams.SingleOrDefault(b => b.Beam.Value.BeamId == beam_model.BeamId);
if (beam == null)
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, $"Cannot find the beam {beam_model.BeamId}");
return;
}
api.CallPluginApi("MixSecsBeamSecCheck", "SetFrameSection", beam.Beam.Value.BeamId, beam.StartSection.Name,
beam.StartSection.ConcreteSection.B, beam.StartSection.ConcreteSection.D,
beam.StartSection.ReinforcementCover, beam.StartSection.ReinforcementArea,
beam.StartSection.SteelSection.B2, beam.StartSection.SteelSection.T2, beam.StartSection.SteelSection.T3,
beam.StartSection.SteelSection.D, beam.StartSection.SteelSection.B1, beam.StartSection.SteelSection.T1,
fcd, fyd, fydar, n0, n1, c235, beam.EndSection.Name, beam.EndSection.ConcreteSection.B,
beam.EndSection.ConcreteSection.D, beam.EndSection.ReinforcementCover, beam.EndSection.ReinforcementArea,
beam.EndSection.SteelSection.B2, beam.EndSection.SteelSection.T2, beam.EndSection.SteelSection.T3,
beam.EndSection.SteelSection.D, beam.EndSection.SteelSection.B1, beam.EndSection.SteelSection.T1, fcd,
fyd, fydar, n0, n1, c235);
}
api.CallPluginApi("MixSecsBeamSecCheck", "Check");
api.UpdateUI();
api.SaveJob();
se.IsRunning = false;
}
}
else
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "This component must be connected only to the 'Super Element Check' component");
return;
}
}
/// <summary>
/// Provides an Icon for the component.
/// </summary>
protected override System.Drawing.Bitmap Icon => Properties.Resources.MixedSectionBeamCheckIcon;
/// <summary>
/// Gets the unique ID for this component. Do not change this ID after release.
/// </summary>
public override Guid ComponentGuid => new("c903d16a-6b6d-47ea-bf19-663dfb88f1ac");
}
}