Method displaySelf

SRC/element/elasticBeamColumn/ModElasticBeam3d.cpp:930–973

}

int ModElasticBeam3d::displaySelf(Renderer &theViewer, int displayMode,
                                  float fact, const char **modes, int numMode) {
  static Vector v1(3);
  static Vector v2(3);

  theNodes[0]->getDisplayCrds(v1, fact, displayMode);
  theNodes[1]->getDisplayCrds(v2, fact, displayMode);
  float d1 = 0.0;
  float d2 = 0.0;
  int res = 0;

  if (displayMode > 0 && numMode == 0)
    res += theViewer.drawLine(v1, v2, d1, d1, this->getTag(), 0);
  else if (displayMode < 0)
    return theViewer.drawLine(v1, v2, 0.0, 0.0, this->getTag(), 0);

  if (numMode > 0) {
    // calculate q for potential need below
    this->getResistingForce();
  }

  for (int i = 0; i < numMode; i++) {

    const char *theMode = modes[i];
    if (strcmp(theMode, "axialForce") == 0) {
      d1 = q(0);
      d2 = q(0);
      ;

      res += theViewer.drawLine(v1, v2, d1, d1, this->getTag(), i);

    } else if (strcmp(theMode, "endMoments") == 0) {
      d1 = q(1);
      d2 = q(2);
      static Vector delta(3);
      delta = v2 - v1;
      delta /= 10;
      res += theViewer.drawPoint(v1 + delta, d1, this->getTag(), i);
      res += theViewer.drawPoint(v2 - delta, d2, this->getTag(), i);
    }
  }

  return res;
}

Response *ModElasticBeam3d::setResponse(const char **argv, int argc,
                                        OPS_Stream &output) {