public sFrame(sNode n0, sNode n1)
{
this.node0 = n0;
this.node1 = n1;
this.axis = new sLine(n0.location, n1.location);
}
public sNode TosNode()
{
sNode newNode = new sNode();
newNode.location = this.location;
newNode.boundaryCondition = this;
return(newNode);
}
public sFrame(sNode n0, sNode n1, sXYZ upVec)
{
this.node0 = n0;
this.node1 = n1;
this.axis = new sLine(n0.location, n1.location);
this.AwareLocalPlane(upVec);
}
public sNode TosNode()
{
sNode newNode = new sNode();
newNode.location = this.location;
newNode.pointLoads = new List <sPointLoad>();
newNode.pointLoads.Add(this);
return(newNode);
}
public sNode DuplicatesNode()
{
sNode nn = new sNode(this.location);
nn.nodeID = this.nodeID;
if (this.boundaryCondition != null)
{
nn.boundaryCondition = this.boundaryCondition.DuplicatesPointSupport();
}
if (this.pointLoads != null && this.pointLoads.Count > 0)
{
nn.pointLoads = new List <sPointLoad>();
foreach (sPointLoad pl in this.pointLoads)
{
nn.pointLoads.Add(pl.DuplicatePointLoad());
}
}
return(nn);
}
/*
* public void DistributeLoadToRelaventBeams_AsLineLoad(sSystem jsys)
* {
* //for SAP cal, I don't need to merge loads for load combination!!
* //for Millipede cal, I need to merge loads for load combination!!
* //In this function, I just need to convert point load to relavent beams as line load
* //no need to consider load combination
* if (this.pointLoads != null)
* {
* foreach (sPointLoad pl in this.pointLoads)
* {
* pl.DistributePointLoadToRelaventBeams(this.location, jsys);
* }
* }
* }
*/
public double DistanceTo(sNode n)
{
return(this.location.DistanceTo(n.location));
}
