Method Print

SRC/element/forceBeamColumn/ForceBeamColumnCBDI2d.cpp:2644–2770

}

void
ForceBeamColumnCBDI2d::Print(OPS_Stream &s, int flag)
{
  if (flag == 2) {

    s << "#ForceBeamColumnCBDI2D\n";

    const Vector &node1Crd = theNodes[0]->getCrds();
    const Vector &node2Crd = theNodes[1]->getCrds();	
    const Vector &node1Disp = theNodes[0]->getDisp();
    const Vector &node2Disp = theNodes[1]->getDisp();    
    
    s << "#NODE " << node1Crd(0) << " " << node1Crd(1) 
      << " " << node1Disp(0) << " " << node1Disp(1) << " " << node1Disp(2) << endln;
    
    s << "#NODE " << node2Crd(0) << " " << node2Crd(1) 
      << " " << node2Disp(0) << " " << node2Disp(1) << " " << node2Disp(2) << endln;

    double P  = Secommit(0);
    double M1 = Secommit(1);
    double M2 = Secommit(2);
    double L = crdTransf->getInitialLength();
    double V = (M1+M2)/L;
    
    double p0[3]; p0[0] = 0.0; p0[1] = 0.0; p0[2] = 0.0;
    if (numEleLoads > 0)
      this->computeReactions(p0);

    s << "#END_FORCES " << -P+p0[0] << " " << V+p0[1] << " " << M1 << endln;
    s << "#END_FORCES " << P << " " << -V+p0[2] << " " << M2 << endln;

    // plastic hinge rotation
    static Vector vp(3);
    static Matrix fe(3,3);
    this->getInitialFlexibility(fe);
    vp = crdTransf->getBasicTrialDisp();
    vp.addMatrixVector(1.0, fe, Se, -1.0);
    s << "#PLASTIC_HINGE_ROTATION " << vp[1] << " " << vp[2] << " " << 0.1*L << " " << 0.1*L << endln;
/*
    // allocate array of vectors to store section coordinates and displacements
    static int maxNumSections = 0;
    static Vector *coords = 0;
    static Vector *displs = 0;
    if (maxNumSections < numSections) {
      if (coords != 0) 
	delete [] coords;
      if (displs != 0)
	delete [] displs;
      
      coords = new Vector [numSections];
      displs = new Vector [numSections];
      
      if (!coords) {
	opserr << "NLBeamColumn3d::Print() -- failed to allocate coords array";   
	exit(-1);
      }
      
      int i;