protected override void SolveInstance(IGH_DataAccess DA)
{
IFrameSet bs = null;
if (!DA.GetData(0, ref bs))
{
return;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter("Meters", modelUnit);
List <sFixity> fixs = new List <sFixity>();
//fixs.Add(bs.fixityAtStart);
//fixs.Add(bs.fixityAtEnd);
List <sLineLoad> lls = new List <sLineLoad>();
if (bs.lineLoads != null && bs.lineLoads.Count > 0)
{
lls = rhcon.EnsureUnit(bs.lineLoads).ToList();
}
DA.SetData(0, bs.frameSetName);
DA.SetData(1, rhcon.EnsureUnit(rhcon.ToRhinoCurve(bs.parentCrv)));
DA.SetData(2, bs.crossSection);
DA.SetDataList(3, bs.frames);
DA.SetDataList(4, lls);
DA.SetDataList(5, fixs);
}
public double GetBeamEffectiveSlabWidth(IFrameSet ifs)
{
sSteelFrameSet fs = ifs as sSteelFrameSet;
CompositeBeamSection cs = new CompositeBeamSection();
double L = fs.parentCrv.length * 39.3701;//m to in
return(cs.GetEffectiveSlabWidth(L, fs.effectiveSlabEdges.L_centerLeft_in, fs.effectiveSlabEdges.L_centerRight_in, fs.effectiveSlabEdges.L_edgeLeft_in, fs.effectiveSlabEdges.L_edgeRight_in));
}
public double GetDemand_LocalDeflection_Vertical(double adjusted_Iyy, IFrameSet fs_Live)
{
double def_local = fs_Live.GetFrameSetDemand(eColorMode.Deflection_Local);
double IyyRatio = (fs_Live.crossSection.I_StrongAxis / adjusted_Iyy);
double def_adjusted = IyyRatio * def_local;
def_adjusted *= 0.0393701;//mm to in
return(def_adjusted);
}
public double GetSumOfStudsStrength(IFrameSet fs)
{
double len_ft = fs.parentCrv.length * 3.280841666667;
int studCount = (int)Math.Round((len_ft / 1), 0);
// assuming,
// Shear Stud Anchor
// Light Weight Concrete : 4ksi
// Deck Perpendicular
// 1 Weak Studs per rib
// 3/4" in diameter
return(studCount * 17.2);
}
public List <sCrossSection> Design_Beams_Gravity(IFrameSet fs_Full, IFrameSet fs_Minute, IFrameSet fs_Live, List <sCrossSection> sortedShapes, int count = 3, double depthLimitMax_in = -1, double depthLimitMin_in = -1)
{
List <sCrossSection> selected = new List <sCrossSection>();
int selectedCount = 0;
foreach (sCrossSection c in sortedShapes)
{
//depth check
if (depthLimitMax_in > 0.0 && c.depth > depthLimitMax_in)
{
continue;
}
if (depthLimitMin_in > 0.0 && c.depth < depthLimitMin_in)
{
continue;
}
//strength check
double momentY_adjusted = this.GetDemand_Flexural_Vertical(c, fs_Full, fs_Minute);
//?? put minute frame???
double momentY_capacity = this.GetFlexuralStrength_Vertical(c, eColorMode.Moment_Y, fs_Minute);
double momentY_DCR = (momentY_adjusted / momentY_capacity);
//stiffness check
//units??
double I_LB = this.GetLowerBoundMomentOfInertia(c, fs_Live);
double def_adjusted = this.GetDemand_LocalDeflection_Vertical(I_LB, fs_Live);
double def_capacity = (fs_Live.parentCrv.length / 360.0);
sSteelFrameSet sfs_Live = fs_Live as sSteelFrameSet;
if (sfs_Live.AsCantilever)
{
def_capacity *= 2;
}
def_capacity *= 39.3701;//m to in
double def_DCR = (def_adjusted / def_capacity);
//select
if (momentY_DCR > 0 && momentY_DCR < 0.9999 && def_DCR > 0 && def_DCR < 0.9999)
{
selected.Add(c);
selectedCount++;
}
if (selectedCount == count)
{
break;
}
}
return(selected);
}
public IFrameSet GetsFrameSetByGUID(Guid gid)
{
IFrameSet bs = null;
foreach (IFrameSet b in this.frameSets)
{
if (b.objectGUID.Equals(gid))
{
bs = b;
break;
}
}
return(bs);
}
public double GetDemand_Flexural_Vertical(sCrossSection c, IFrameSet fs_Full, IFrameSet fs_Minute)
{
//strength check
double momentY_full = fs_Full.GetFrameSetDemand(eColorMode.Moment_Y);
double momentY_min = fs_Minute.GetFrameSetDemand(eColorMode.Moment_Y);
double momentY_self = (momentY_full - momentY_min);
double selfWeightRatio = (c.weight / fs_Full.crossSection.weight);
double momentY_adjusted = ((momentY_self * selfWeightRatio) + momentY_min);
momentY_adjusted *= 0.28476439306;//N.m > kip.in
return(momentY_adjusted);
}
public void AwareBeamUpVectorsOnBrep(ref IFrameSet bSet, Brep guideBrep, double tol)
{
if (bSet.frames.Count > 0)
{
foreach (sFrame sb in bSet.frames)
{
Point3d cp = ToRhinoPoint3d(sb.axis.PointAt(0.5));
Vector3d nv = GetNormalVectorAtPointOnBrep(cp, guideBrep, tol);
if (nv.Length > 0.001)
{
sb.AwareLocalPlane(TosXYZ(nv));
}
}
}
}
public double GetLowerBoundMomentOfInertia(sCrossSection cCheck, IFrameSet fs)
{
sKodeStructConverter kcon = new sKodeStructConverter();
SteelMaterial mat = kcon.ToKodeStructMaterial_Steel(fs.crossSection);
double I_LB = 0;
double b_eff = this.GetBeamEffectiveSlabWidth(fs);
double SumQ_n = this.GetSumOfStudsStrength(fs);
// assuming,
// Shear Stud Anchor
// Light Weight Concrete : 4ksi
// solid concrete thickness = 2.5"
// rib thickness = 3"
//
double h_solid = 2.5;
double h_rib = 3.0;
double F_y = mat.YieldStress; //?? unit ?? F_y of what??
double fc_prime = 4.0; //?? unit ??
//check lowerBound Moment of Inertia by check section???
ISection shape = kcon.ToKodeStructCrossSection(cCheck);
if (shape is ISliceableShapeProvider)
{
ISliceableShapeProvider prov = shape as ISliceableShapeProvider;
ISliceableSection sec = prov.GetSliceableShape();
CompositeBeamSection cs = new CompositeBeamSection(sec, b_eff, h_solid, h_rib, F_y, fc_prime);
I_LB = cs.GetLowerBoundMomentOfInertia(SumQ_n);
}
else
{
if (shape is ISliceableSection)
{
ISliceableSection sec = shape as ISliceableSection;
CompositeBeamSection cs = new CompositeBeamSection(sec, b_eff, h_solid, h_rib, F_y, fc_prime);
I_LB = cs.GetLowerBoundMomentOfInertia(SumQ_n);
}
else
{
throw new Exception("Shape type not supported. Please provide a shape object of standard geometry");
}
}
return(I_LB);
}
public ISystem InitiateISystem(List <object> objElements)
{
sysType = 0;
foreach (object so in objElements)
{
GH_ObjectWrapper wap = new GH_ObjectWrapper(so);
IFrameSet fs = wap.Value as IFrameSet;
if (fs is sSteelFrameSet)
{
sysType = 1;
break;
}
}
if (sysType == 1)
{
return(new sSteelSystem());
}
else
{
return(new sSystem());
}
}
protected override void SolveInstance(IGH_DataAccess DA)
{
IFrameSet sb = null;
if (!DA.GetData(0, ref sb))
{
return;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter("Meters", modelUnit);
this.Message = "Beam Result\n" + colMode.ToString();
sRange ran = sb.GetFrameSetResultRange(colMode);
Curve rc = rhcon.EnsureUnit(rhcon.ToRhinoCurve(sb.parentCrv));
Point3d cp = rc.PointAtNormalizedLength(0.5);
Vector3d x = rc.PointAtNormalizedLength(0.49) - cp;
x.Unitize();
Vector3d y = Vector3d.CrossProduct(x, -Vector3d.ZAxis);
Plane pl = new Plane(cp, x, y);
double max = 0.0;
double min = 0.0;
string unit = "";
if (colMode == eColorMode.Deflection)
{
max = rhcon.EnsureUnit_Deflection(ran.max);
min = rhcon.EnsureUnit_Deflection(ran.min);
if (modelUnit == "Meters")
{
unit = "mm";
}
else if (modelUnit == "Feet")
{
unit = "in";
}
}
else if (colMode.ToString().Contains("Stress"))
{
max = rhcon.EnsureUnit_Stress(ran.max);
min = rhcon.EnsureUnit_Stress(ran.min);
if (modelUnit == "Meters")
{
max *= 1.0E-6;
min *= 1.0E-6;
unit = "MPa";
}
else if (modelUnit == "Feet")
{
unit = "ksi";
}
}
else if (colMode.ToString().Contains("Force"))
{
max = rhcon.EnsureUnit_Force(ran.max);
min = rhcon.EnsureUnit_Force(ran.min);
if (modelUnit == "Meters")
{
unit = "N";
}
else if (modelUnit == "Feet")
{
unit = "lbf";
}
}
else if (colMode.ToString().Contains("Moment"))
{
max = rhcon.EnsureUnit_Moment(ran.max);
min = rhcon.EnsureUnit_Moment(ran.min);
if (modelUnit == "Meters")
{
unit = "N.m";
}
else if (modelUnit == "Feet")
{
unit = "lbf.ft";
}
}
DA.SetData(0, pl);
DA.SetData(1, "(" + Math.Round(min, 2) + ") - (" + Math.Round(max, 2) + ") " + unit);
DA.SetData(2, max);
DA.SetData(3, min);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
List <IFrameSet> beamsets = new List <IFrameSet>();
List <Vector3d> upvectors = new List <Vector3d>();
if (!DA.GetDataList(0, beamsets))
{
return;
}
if (!DA.GetDataList(1, upvectors))
{
return;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter(modelUnit, "Meters");
sRhinoConverter rhcon_ToRhinoModel = new sRhinoConverter("Meters", modelUnit);
List <IFrameSet> duplicated = new List <IFrameSet>();
List <Point3d> pts = new List <Point3d>();
List <Vector3d> vecs = new List <Vector3d>();
this.Message = "";
int nonSegCount = 0;
if (upvectors.Count == beamsets.Count)
{
for (int i = 0; i < beamsets.Count; ++i)
{
if (beamsets[i].frames.Count > 0)
{
sXYZ upvecThis = rhcon.TosXYZ(upvectors[i]);
IFrameSet dubs = beamsets[i].DuplicatesFrameSet();
dubs.EnsureBeamElement();
foreach (sFrame sb in dubs.frames)
{
sb.AwareLocalPlane(upvecThis);
pts.Add(rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoPoint3d(sb.axis.PointAt(0.5))));
vecs.Add(rhcon.ToRhinoVector3d(sb.upVector));
}
duplicated.Add(dubs);
}
else
{
nonSegCount++;
}
}
}
else if (upvectors.Count == 1)
{
foreach (IFrameSet bs in beamsets)
{
if (bs.frames.Count > 0)
{
IFrameSet dubs = bs.DuplicatesFrameSet();
dubs.EnsureBeamElement();
foreach (sFrame sb in dubs.frames)
{
sb.AwareLocalPlane(rhcon.TosXYZ(upvectors[0]));
pts.Add(rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoPoint3d(sb.axis.PointAt(0.5))));
vecs.Add(rhcon.ToRhinoVector3d(sb.upVector));
}
duplicated.Add(dubs);
}
else
{
nonSegCount++;
}
}
}
else
{
this.Message = "";
return;
}
if (nonSegCount == 0)
{
DA.SetDataList(0, duplicated);
DA.SetDataList(1, pts);
DA.SetDataList(2, vecs);
}
else
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Segmentize Beam Set First To Assign Upvectors");
//this.Message = "Segmentize Beam Set First To Assign Upvectors";
}
}
protected override void SolveInstance(IGH_DataAccess DA)
{
List <object> seles = new List <object>();
double intTol = 0.005;
double segTol = 0.5;
if (!DA.GetDataList(0, seles))
{
return;
}
if (!DA.GetData(1, ref intTol))
{
return;
}
if (!DA.GetData(2, ref segTol))
{
return;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter(modelUnit, "Meters");
if (modelUnit == "Feet")
{
intTol = 0.015;
segTol = 1.5;
}
List <object> pelements = new List <object>();
List <IFrameSet> beamelements = new List <IFrameSet>();
foreach (object o in seles)
{
GH_ObjectWrapper wap = new GH_ObjectWrapper(o);
IFrameSet bsori = wap.Value as IFrameSet;
if (bsori != null)
{
beamelements.Add(bsori.DuplicatesFrameSet());
}
sPointLoad pl = wap.Value as sPointLoad;
if (pl != null)
{
pelements.Add(pl);
}
sPointSupport ps = wap.Value as sPointSupport;
if (ps != null)
{
pelements.Add(ps);
}
}
rhcon.SplitSegmentizesBeamSet(ref beamelements, intTol, segTol, pelements);
/*
* string groupInfo = "";
* DataTree<sBeamSet> beamTree = new DataTree<sBeamSet>();
* var grouped = beamelements.GroupBy(b => b.beamSetName);
* int groupID = 0;
* foreach (var bgroup in grouped)
* {
* GH_Path bpth = new GH_Path(groupID);
* groupInfo += "BeamSet" + groupID + ": " + bgroup.ElementAt(0).beamSetName + "\n";
* foreach (sBeamSet sb in bgroup)
* {
* beamTree.Add(sb, bpth);
* }
* groupID++;
* }
*
* this.Message = groupInfo;
*/
DA.SetDataList(0, beamelements);
DA.SetDataList(1, pelements);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
List <object> sBeamObjs = new List <object>();
Brep b = null;
double tol = 0.05;
if (!DA.GetDataList(0, sBeamObjs))
{
return;
}
if (!DA.GetData(1, ref b))
{
return;
}
if (!DA.GetData(2, ref tol))
{
return;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter(modelUnit, "Meters");
sRhinoConverter rhcon_ToRhinoModel = new sRhinoConverter("Meters", modelUnit);
Brep scaleB = rhcon.EnsureUnit(b);
List <Point3d> pts = new List <Point3d>();
List <Vector3d> vecs = new List <Vector3d>();
List <object> duplicated = new List <object>();
int nonSegmentizedCount = 0;
this.Message = "";
foreach (object ob in sBeamObjs)
{
GH_ObjectWrapper wap = new GH_ObjectWrapper(ob);
IFrameSet bs = wap.Value as IFrameSet;
if (bs != null)
{
IFrameSet dubs = bs.DuplicatesFrameSet();
if (dubs.frames.Count > 0)
{
dubs.EnsureBeamElement();
rhcon.AwareBeamUpVectorsOnBrep(ref dubs, scaleB, tol);
foreach (sFrame ssb in dubs.frames)
{
pts.Add(rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoPoint3d(ssb.axis.PointAt(0.5))));
vecs.Add(rhcon.ToRhinoVector3d(ssb.upVector));
}
duplicated.Add(dubs);
}
else
{
nonSegmentizedCount++;
}
}
/*
* sBeam sb = wap.Value as sBeam;
* if(sb != null)
* {
* sBeam dusb = sb.DuplicatesBeam();
* Vector3d nv = rhcon.GetNormalVectorAtPointOnBrep(rhcon.ToRhinoPoint3d(dusb.axis.PointAt(0.5)), scaleB, tol);
* dusb.AwareLocalPlane(rhcon.TosXYZ(nv));
* duplicated.Add(dusb);
* }
*/
}
if (nonSegmentizedCount == 0)
{
DA.SetDataList(0, duplicated);
DA.SetDataList(1, pts);
DA.SetDataList(2, vecs);
}
else
{
AddRuntimeMessage(GH_RuntimeMessageLevel.Error, "Segmentize Beam Set First To Assign Upvectors");
//this.Message = "Segmentize Beam Set First To Assign Upvectors";
}
}
public void AddsBeamSet(IFrameSet bset)
{
bset.EnsureBeamElement();
this.frameSets.Add(bset);
}
public double GetFlexuralStrength_Vertical(sCrossSection section, eColorMode forceType, IFrameSet fs)
{
sKodeStructConverter kcon = new sKodeStructConverter();
SteelMaterial mat = kcon.ToKodeStructMaterial_Steel(section);
string Code = "AISC360-10";
double phiM_n = 0;
double b_eff = this.GetBeamEffectiveSlabWidth(fs);
double SumQ_n = this.GetSumOfStudsStrength(fs);
// assuming,
// Shear Stud Anchor
// Light Weight Concrete : 4ksi
// solid concrete thickness = 2.5"
// rib thickness = 3"
//
double h_solid = 2.5;
double h_rib = 3.0;
double F_y = mat.YieldStress; //?? unit ?? F_y of what??
double fc_prime = 4.0; //?? unit ??
MomentAxis Axis = kcon.ToKodeStructMomentAxis(forceType);
//?? just this for composite?
ISection shape = kcon.ToKodeStructCrossSection(section);
if (shape is ISliceableShapeProvider)
{
ISliceableShapeProvider prov = shape as ISliceableShapeProvider;
ISliceableSection sec = prov.GetSliceableShape();
CompositeBeamSection cs = new CompositeBeamSection(sec, b_eff, h_solid, h_rib, F_y, fc_prime);
phiM_n = cs.GetFlexuralStrength(SumQ_n);
}
else
{
if (shape is ISliceableSection)
{
ISliceableSection sec = shape as ISliceableSection;
CompositeBeamSection cs = new CompositeBeamSection(sec, b_eff, h_solid, h_rib, F_y, fc_prime);
phiM_n = cs.GetFlexuralStrength(SumQ_n);
}
else
{
throw new Exception("Shape type not supported. Please provide a shape object of standard geometry");
}
}
return(phiM_n);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
List <IFrameSet> bsets = new List <IFrameSet>();
double tol = 0.005;
if (!DA.GetDataList(0, bsets))
{
return;
}
if (!DA.GetData(1, ref tol))
{
return;
}
sFixity fxS = null;
sFixity fxE = null;
if (fixType == eFixityType.MOMENTREALESED_START)
{
fxS = new sFixity();
fxS.release = new bool[6] {
true, true, true, false, false, false
};
}
else if (fixType == eFixityType.MOMENTREALESED_END)
{
fxE = new sFixity();
fxE.release = new bool[6] {
true, true, true, false, false, false
};
}
else if (fixType == eFixityType.MOMENTREALESED_BOTH)
{
fxS = new sFixity();
fxS.release = new bool[6] {
true, true, true, false, false, false
};
fxE = new sFixity();
fxE.release = new bool[6] {
true, true, true, true, false, false
};
}
else if (fixType == eFixityType.FIXITIES_BY_DOF)
{
List <bool> sss = new List <bool>();
List <bool> eee = new List <bool>();
if (!DA.GetDataList(2, sss))
{
return;
}
if (!DA.GetDataList(3, eee))
{
return;
}
bool[] fixedSet = new bool[6] {
true, true, true, true, true, true
};
if (sss.Count != 6)
{
sss = fixedSet.ToList();
}
if (eee.Count != 6)
{
eee = fixedSet.ToList();
}
fxS = new sFixity();
fxS.release = sss.ToArray();
fxE = new sFixity();
fxE.release = eee.ToArray();
}
else if (fixType == eFixityType.FULLY_FIXED)
{
fxS = null;
fxE = null;
}
string modelUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
sRhinoConverter rhcon = new sRhinoConverter(modelUnit, "Meters");
sRhinoConverter rhcon_ToRhinoModel = new sRhinoConverter("Meters", modelUnit);
if (modelUnit == "Feet")
{
tol = 0.015;
}
List <IFrameSet> duplicated = new List <IFrameSet>();
List <Point3d> locsStart = new List <Point3d>();
List <Point3d> locsEnd = new List <Point3d>();
foreach (IFrameSet bso in bsets)
{
IFrameSet bs = bso.DuplicatesFrameSet();
bs.ResetFixities();
if (bs.parentSegments.Count > 0)
{
if (fxS != null)
{
bs.segmentFixitiesAtStart = new List <sFixity>();
}
if (fxE != null)
{
bs.segmentFixitiesAtEnd = new List <sFixity>();
}
foreach (sCurve segc in bs.parentSegments)
{
Curve segrc = rhcon.ToRhinoCurve(segc);
if (fxS != null)
{
fxS.location = rhcon.TosXYZ(segrc.PointAtStart);
if (fxS.IsOnLocation(bs.associatedLocations, tol) == false)
{
bs.segmentFixitiesAtStart.Add(fxS.DuplicatesFixity());
}
}
if (fxE != null)
{
fxE.location = rhcon.TosXYZ(segrc.PointAtEnd);
if (fxE.IsOnLocation(bs.associatedLocations, tol) == false)
{
bs.segmentFixitiesAtEnd.Add(fxE.DuplicatesFixity());
}
}
}
bs.AwareElementFixitiesBySegementFixities(tol);
}
else
{
Curve rc = rhcon.ToRhinoCurve(bs.parentCrv);
if (fxS != null && bs.parentFixityAtStart == null)
{
fxS.location = rhcon.TosXYZ(rc.PointAtStart);
if (fxS.IsOnLocation(bs.associatedLocations, tol) == false)
{
bs.parentFixityAtStart = fxS.DuplicatesFixity();
}
}
if (fxE != null && bs.parentFixityAtEnd == null)
{
fxE.location = rhcon.TosXYZ(rc.PointAtEnd);
if (fxE.IsOnLocation(bs.associatedLocations, tol) == false)
{
bs.parentFixityAtEnd = fxE.DuplicatesFixity();
}
}
bs.AwareElementsFixitiesByParentFixity(tol);
}
duplicated.Add(bs);
}
foreach (IFrameSet bs in duplicated)
{
if (bs.frames.Count == 0)
{
Curve rc = rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoCurve(bs.parentCrv));
if (bs.parentFixityAtStart != null)
{
locsStart.Add(rc.PointAtNormalizedLength(0.025));
}
if (bs.parentFixityAtEnd != null)
{
locsEnd.Add(rc.PointAtNormalizedLength(0.975));
}
}
else
{
foreach (sFrame sb in bs.frames)
{
if (sb.fixityAtStart != null)
{
locsStart.Add(rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoPoint3d(sb.axis.PointAt(0.1))));
}
if (sb.fixityAtEnd != null)
{
locsEnd.Add(rhcon_ToRhinoModel.EnsureUnit(rhcon.ToRhinoPoint3d(sb.axis.PointAt(0.9))));
}
}
}
}
this.Message = fixType.ToString();
DA.SetDataList(0, duplicated);
DA.SetDataList(1, locsStart);
DA.SetDataList(2, locsEnd);
}
protected override void SolveInstance(IGH_DataAccess DA)
{
sSystemSetting sysSetting = null;
List <object> sElement = new List <object>();
DA.GetData(0, ref sysSetting);
if (!DA.GetDataList(1, sElement))
{
return;
}
sRhinoConverter rhcon = new sRhinoConverter();
string currentUnit = Rhino.RhinoDoc.ActiveDoc.ModelUnitSystem.ToString();
if (sysSetting == null)
{
sysSetting = new sSystemSetting();
sysSetting.systemOriUnit = currentUnit;
sysSetting.systemName = "DefaultSetting";
sysSetting.currentCase = "DEAD";
sysSetting.currentCheckType = eSystemCheckType.StrengthCheck;
sysSetting.currentStressThreshold_pascal = 25 * 6894757.28;
sysSetting.currentDeflectionThreshold_mm = 100;
sysSetting.mergeTolerance_m = 0.005;
sysSetting.meshDensity_m = 0.5;
}
if (currentUnit == "Meters" || currentUnit == "Feet")
{
ISystem jsys = InitiateISystem(sElement);
jsys.systemSettings = sysSetting;
List <IsObject> sObjs = new List <IsObject>();
jsys.loadPatterns.Add("DEAD");
int supCount = 0;
int nodeID = 0;
try
{
foreach (object so in sElement)
{
GH_ObjectWrapper wap = new GH_ObjectWrapper(so);
IFrameSet bs = wap.Value as IFrameSet;
if (bs != null)
{
//jsys.beamSets.Add(bs);
jsys.AddsBeamSet(bs);
//??
sObjs.Add(bs);
if (bs.lineLoads != null)
{
foreach (sLineLoad ll in bs.lineLoads)
{
jsys.AwarePatternNames(ll.loadPatternName);
}
}
}
sPointLoad pl = wap.Value as sPointLoad;
if (pl != null)
{
if (jsys.UpdateNodeFromPointElement(pl, nodeID))
{
nodeID++;
jsys.AwarePatternNames(pl.loadPatternName);
}
}
sLoadCombination com = wap.Value as sLoadCombination;
if (com != null)
{
jsys.SetLoadCombination(com);
}
}
foreach (object so in sElement)
{
GH_ObjectWrapper wap = new GH_ObjectWrapper(so);
sPointSupport psup = wap.Value as sPointSupport;
if (psup != null)
{
if (jsys.UpdateNodeFromPointElement(psup, nodeID))
{
nodeID++;
}
supCount++;
}
}
foreach (sMesh am in jsys.meshes)
{
// sObjs.Add(am);
}
if (supCount > 0)
{
this.Message = "System : " + sysSetting.systemName + "\nis instantiated";
jsys.systemSettings.systemBoundingBox = rhcon.TosBoundingBox(sObjs);
//jsys.SystemName = sysSetting.systemName;
DA.SetData(0, jsys);
}
else
{
this.Message = "System : " + sysSetting.systemName + "\nneeds supports";
//jsys.SystemName = sysSetting.systemName;
this.AddRuntimeMessage(GH_RuntimeMessageLevel.Warning, this.Message);
DA.SetData(0, null);
}
}
catch (Exception e)
{
this.Message = "System : " + sysSetting.systemName + "\ninstantiation failed";
this.AddRuntimeMessage(GH_RuntimeMessageLevel.Error, e.Message);
DA.SetData(0, null);
}
}
else
{
this.Message = "ASKSGH.Bridgify only works in\n Meters or Feet";
this.AddRuntimeMessage(GH_RuntimeMessageLevel.Error, this.Message);
DA.SetData(0, null);
}
}
