public void SetEndLoads(int sign, Joint joint, int GrassLCId, int GrassId, ResultOfInternalForces resLoadCase, ResultOnSection resSec)
{
//Pick EndLoads
//API to IDEA UI, My, Vy and Vz are plotted negatively
double N0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.N;
double My0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.My;
double Vz0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vz;
double Vy0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vy;
double Mz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mz;
double Mt0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mt;
//From Karamba3D to Framework
double N = N0 * sign;
double My = My0 * sign;
double Vz = Vz0 * sign;
double Vy = Vy0 * sign;
double Mz = Mz0 * sign;
double Mt = Mt0 * sign;
resLoadCase.N = N;
resLoadCase.My = My;
resLoadCase.Qz = Vz;
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
private void CreateIDEAOpenModelResults()
{
openStructModelR = new OpenModelResult();
openStructModelR.ResultOnMembers = new List <ResultOnMembers>();
ResultOnMembers resIF = new ResultOnMembers();
for (int ib = 0; ib < openStructModel.Member1D.Count; ib++)
{
Member1D mb = openStructModel.Member1D[ib];
for (int iel = 0; iel < mb.Elements1D.Count; iel++)
{
Element1D elem = openStructModel.Element1D.First(c => c.Id == mb.Elements1D[iel].Id);
ResultOnMember resMember = new ResultOnMember(new Member()
{
Id = elem.Id, MemberType = MemberType.Element1D
}, ResultType.InternalForces);
int numPoints = 10;
for (int ip = 0; ip <= numPoints; ip++)
{
ResultOnSection resSec = new ResultOnSection();
resSec.AbsoluteRelative = AbsoluteRelative.Relative;
resSec.Position = (double)ip / (double)numPoints;
int count = openStructModel.LoadCase.Count;
for (int i = 1; i <= count; i++)
{
ResultOfInternalForces resLc = new ResultOfInternalForces();
int loadCaseNumber = i;
resLc.Loading = new ResultOfLoading()
{
Id = loadCaseNumber, LoadingType = LoadingType.LoadCase
};
resLc.Loading.Items.Add(new ResultOfLoadingItem()
{
Coefficient = 1.0
});
resLc.N = 15000;
resLc.Qy = 2;
resLc.Qz = 3;
resLc.Mx = 4;
resLc.My = (ip + 1) * 21000;
resLc.Mz = 6;
resSec.Results.Add(resLc);
}
resMember.Results.Add(resSec);
}
resIF.Members.Add(resMember);
}
}
openStructModelR.ResultOnMembers.Add(resIF);
}
private void CreateIDEAOpenModelResultsOLD(Joint joint)
{
Project project = joint.project;
openModelResult.ResultOnMembers = new List <ResultOnMembers>();
ResultOnMembers resultIF = new ResultOnMembers();
for (int ibeam = 0; ibeam < openModel.Member1D.Count; ibeam++)
{
//Continues Chord consist out of one member
Member1D mb = openModel.Member1D[ibeam];
for (int iele = 0; iele < mb.Elements1D.Count; iele++)
{
//Continues chord consist out of two elements
Element1D elem = openModel.Element1D.First(a => a.Id == mb.Elements1D[iele].Id);
//results on members are constant in the framework
ResultOnMember resMember = new ResultOnMember(new Member()
{
Id = elem.Id, MemberType = MemberType.Element1D
}, ResultType.InternalForces);
int numPoints = 10;
for (int ip = 0; ip <= numPoints; ip++)
{
ResultOnSection resSec = new ResultOnSection();
resSec.AbsoluteRelative = AbsoluteRelative.Relative;
resSec.Position = (double)ip / (double)numPoints;
//iterate over loadcases
int count = openModel.LoadCase.Count;
for (int i = 1; i <= count; i++)
{
ResultOfInternalForces resLoadCase = new ResultOfInternalForces();
int loadCaseNumber = i;
resLoadCase.Loading = new ResultOfLoading()
{
Id = loadCaseNumber, LoadingType = LoadingType.LoadCase
};
resLoadCase.Loading.Items.Add(new ResultOfLoadingItem()
{
Coefficient = 1.0
});
//Check if Startpoint is equal to centerpoint
int GrassId = elem.Id - 1;//Element1D.Id - 1 == ElementRAZ.id
int GrassLCId = i - 1;
AttachedMember attached = joint.attachedMembers.Find(a => a.ElementRAZ.id == GrassId);
//The following if statements simulate that every member has a local coordinate system
//where the local z - axis points counterclockwise(shear force)
//and where the positive bending moment is clockwise
if (attached.isStartPoint == true)
{
//Pick startloads
// API to IDEA UI, My and Vz are plotted negatively
double N0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.N;
double My0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.My * -1;
double Vz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Vz * -1;
double Vy0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Vy;
double Mz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Mz;
double Mt0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Mt;
//From Karamba3D to Framework
double N = N0;
double My = My0;
double Vz = Vz0;
double Vy = Vy0;
double Mz = Mz0;
double Mt = Mt0;
//From Framework to IDEA
VectorRAZ unitvector = attached.ideaLine.vector.Unitize();//gaat niet op bij ColumnT-Joint want gebruikt globale asses ipv locale
if (unitvector.X < -10e-6)
{
if (attached is BearingMember) //exception
{
resLoadCase.N = N; //
resLoadCase.My = My * (-1); // in case of start point M of the begin element of the chords needs to be flipped
resLoadCase.Qz = Vz * (-1); //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz0;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
else//members where rule needs to be applied to
{
resLoadCase.N = N;//
resLoadCase.My = My * -1; //
resLoadCase.Qz = Vz * -1; //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz0;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
}
else
{
resLoadCase.N = N; //
resLoadCase.My = My; //
resLoadCase.Qz = Vz; //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz0;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
}
else//isEndPoint
{
//Pick endloads
//API to IDEA UI, My and Vz are plotted negatively
double N0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.N;
double My0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.My * -1;
double Vz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vz * -1;
double Vy0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vy;
double Mz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mz;
double Mt0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mt;
//From Karamba3D to Framework
double N = N0;
double My = My0 * (-1); //*-1
double Vz = Vz0 * (-1); //*-1
double Vy = Vy0 * (-1); //*-1
double Mz = Mz0 * (-1); //*-1
double Mt = Mt0 * (-1); //*-1
//From Framework to IDEA
VectorRAZ unitvector = attached.ideaLine.vector.Unitize();//gaat niet op bij ColumnT-Joint want gebruikt globale asses ipv locale
if (unitvector.X < -10e-6)
{
if (attached is BearingMember) //exception
{
resLoadCase.N = N; //
resLoadCase.My = My * (-1); // in case of start point M of the begin element of the chords needs to be flipped
resLoadCase.Qz = Vz * (-1); //
resLoadCase.Qy = Vy * (-1);
resLoadCase.Mz = Mz0 * (-1);
resLoadCase.Mx = Mt * (-1);
resSec.Results.Add(resLoadCase);
}
else//members where rule needs to be applied to
{
resLoadCase.N = N;//
resLoadCase.My = My * (-1); // * (-1)
resLoadCase.Qz = Vz * (-1); // * (-1)
resLoadCase.Qy = Vy * (-1);
resLoadCase.Mz = Mz0 * (-1);
resLoadCase.Mx = Mt * (-1);
resSec.Results.Add(resLoadCase);
}
}
else
{
resLoadCase.N = N; //
resLoadCase.My = My; //
resLoadCase.Qz = Vz; //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz0;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
}
}
resMember.Results.Add(resSec);
}
resultIF.Members.Add(resMember);
}
}
openModelResult.ResultOnMembers.Add(resultIF);
}
private void CreateIDEAOpenModelResults(Joint joint)
{
Project project = joint.project;
openModelResult.ResultOnMembers = new List <ResultOnMembers>();
ResultOnMembers resultIF = new ResultOnMembers();
for (int ibeam = 0; ibeam < openModel.Member1D.Count; ibeam++)
{
//Continues Chord consist out of one member
Member1D mb = openModel.Member1D[ibeam];
//Loop is needed in case of a continuous member
for (int iele = 0; iele < mb.Elements1D.Count; iele++)
{
//Continues chord consists out of two elements
Element1D elem = openModel.Element1D.First(a => a.Id == mb.Elements1D[iele].Id);//wordt hier de link met het verkeerde element gelegd?
//word de verkeerde id toegekent?
//results on members are constant in the framework
ResultOnMember resMember = new ResultOnMember(new Member()
{
Id = elem.Id, MemberType = MemberType.Element1D
}, ResultType.InternalForces);
int numPoints = 10;
for (int ip = 0; ip <= numPoints; ip++)
{
ResultOnSection resSec = new ResultOnSection();
resSec.AbsoluteRelative = AbsoluteRelative.Relative;
resSec.Position = (double)ip / (double)numPoints;
//iterate over loadcases
int count = openModel.LoadCase.Count;
for (int i = 1; i <= count; i++)
{
ResultOfInternalForces resLoadCase = new ResultOfInternalForces();
int loadCaseNumber = i;
resLoadCase.Loading = new ResultOfLoading()
{
Id = loadCaseNumber, LoadingType = LoadingType.LoadCase
};
resLoadCase.Loading.Items.Add(new ResultOfLoadingItem()
{
Coefficient = 1.0
});
//Check if Startpoint is equal to centerpoint
int GrassId = elem.Id - 1;//Element1D.Id - 1 == ElementRAZ.id
int GrassLCId = i - 1;
AttachedMember attached = joint.attachedMembers.Find(a => a.ElementRAZ.id == GrassId);
//The following if statements simulate that every member has a local coordinate system
//where the local z-axis points counterclockwise (shear force)
//and where the positive bending moment is clockwise
if (attached.isStartPoint == true)
{
//Pick startloads
//API to IDEA UI, My, Vy and Vz are plotted negatively
double N0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.N;
double My0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.My;
double Vz0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Vz;
double Vy0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Vy;
double Mz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Mz;
double Mt0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].startLoads.Mt;
//From Karamba3D to Framework
double N = N0;
double My = My0;
double Vz = Vz0;
double Vy = Vy0;
double Mz = Mz0;
double Mt = Mt0;
resLoadCase.N = N; //
resLoadCase.My = My; //
resLoadCase.Qz = Vz; //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
else//isEndPoint
{
//Pick endloads
//API to IDEA UI, My, Vy and Vz are plotted negatively
double N0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.N;
double My0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.My;
double Vz0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vz;
double Vy0 = (-1) * 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Vy;
double Mz0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mz;
double Mt0 = 1000 * joint.project.loadcases[GrassLCId].loadsPerLineRAZs[GrassId].endLoads.Mt;
//From Karamba3D to Framework
double N = N0 * (-1);
double My = My0 * (-1); //
double Vz = Vz0 * (-1);
double Vy = Vy0 * (-1);
double Mz = Mz0 * (-1); //
double Mt = Mt0 * (-1);
resLoadCase.N = N; //
resLoadCase.My = My; //
resLoadCase.Qz = Vz; //
resLoadCase.Qy = Vy;
resLoadCase.Mz = Mz;
resLoadCase.Mx = Mt;
resSec.Results.Add(resLoadCase);
}
}
resMember.Results.Add(resSec);
}
resultIF.Members.Add(resMember);
}
}
openModelResult.ResultOnMembers.Add(resultIF);
}
private void CreateIDEAOpenModelResults(Joint joint)
{
Project project = joint.project;
openModelResult.ResultOnMembers = new List <ResultOnMembers>();
ResultOnMembers resultIF = new ResultOnMembers();
for (int ibeam = 0; ibeam < openModel.Member1D.Count; ibeam++)
{
//Continues Chord consist out of one member
Member1D mb = openModel.Member1D[ibeam];
//Loop is needed in case of a continuous member
for (int iele = 0; iele < mb.Elements1D.Count; iele++)
{
//Continouos chord consists out of two elements
Element1D elem = openModel.Element1D.First(a => a.Id == mb.Elements1D[iele].Id);//wordt hier de link met het verkeerde element gelegd?
//word de verkeerde id toegekent?
//results on members are constant in the framework
ResultOnMember resMember = new ResultOnMember(new Member()
{
Id = elem.Id, MemberType = MemberType.Element1D
}, ResultType.InternalForces);
int numPoints = 1;
for (int ip = 0; ip <= numPoints; ip++)
{
ResultOnSection resSec = new ResultOnSection();
resSec.AbsoluteRelative = AbsoluteRelative.Relative;
resSec.Position = (double)ip / (double)numPoints;
//iterate over loadcases
int count = openModel.LoadCase.Count;
for (int i = 1; i <= count; i++)
{
ResultOfInternalForces resLoadCase = new ResultOfInternalForces();
int loadCaseNumber = i;
resLoadCase.Loading = new ResultOfLoading()
{
Id = loadCaseNumber, LoadingType = LoadingType.LoadCase
};
resLoadCase.Loading.Items.Add(new ResultOfLoadingItem()
{
Coefficient = 1.0
});
//Check if Startpoint is equal to centerpoint
int GrassId = elem.Id - 1; //Element1D.Id - 1 == ElementRAZ.id
int GrassLCId = i - 1; //Loadcase grasshopper starts at 0, Loadcase IDEA starts at 1.
List <BearingMember> BM = joint.attachedMembers.OfType <BearingMember>().ToList();
//Find the element to check: isStartpoint true or false
AttachedMember attached = joint.attachedMembers.Find(a => a.ElementRAZ.id == GrassId);
if (attached.isStartPoint == true) //
{
SetStartLoads(1, joint, GrassLCId, GrassId, resLoadCase, resSec);
}
else//isEndPoint
{
if (attached is BearingMember && BM.Count == 2)
{
SetEndLoads(1, joint, GrassLCId, GrassId, resLoadCase, resSec);
}
else
{
SetEndLoads(-1, joint, GrassLCId, GrassId, resLoadCase, resSec);
}
}
}
resMember.Results.Add(resSec);
}
resultIF.Members.Add(resMember);
}
}
openModelResult.ResultOnMembers.Add(resultIF);
}