SYST:  //Name, KN, MA, QU, ST, LF, SL, KL, IM, RB, VB, LK, EL, EK 
      Bettung   7   1   1   6   1   0   1   0   2   0   4   0   0
KNOT:  //KN-Nr, x-Wert [m], z-Wert[m], *Neigung[Grad] 
  1  0.0   0.0
  2  1.0   0.0
  3  2.0   0.0
  4  3.0   0.0
  5  4.0   0.0
  6  5.0   0.0
  7  6.0   0.0
MATE:  //MA-Nr, Name, E[kN/cm2], fy[kN/cm2], alphaT[1/C], *gamma[kN/m3]
  1  LINELA  20000.0  23.5  0.000012 
QUER: //QU-Nr, MA-Nr, A[cm2], Iy[cm4], h[cm], *hu[cm]
  1  1  200.0  1250.0  40.0
STAB:  //ST-Nr, Kn_A, Kn_E, QU-Nr, *(SE-Gelenke, *(bx, bz, bphi))
  1  1  2  1  000000   0.0  2000.0  0.0
  2  2  3  1  000000   0.0  2000.0  0.0
  3  3  4  1  000000   0.0  2000.0  0.0
  4  4  5  1  000000   0.0  2000.0  0.0
  5  5  6  1  000000   0.0  2000.0  0.0
  6  6  7  1  000000   0.0  2000.0  0.0
LAFA:  //LF-Nr, Bezeichnung, *Multiplikator 
  1  Einzellast
SLAS:  //SL-Nr, ST-Nr, Art, LF-Nr, Wert_A, *Wert_E [kN/m, °C, °C/m]
KLAS:  //KL-Nr, KN-Nr, Art, LF-Nr, Groesse[kN,kNm]
  1  1  2  1   25.0
RBED:  //RB-Nr, KN-Nr, Art, *Federkennwert[kN/m, kNm/rad] 
  1  1  1
  2  1  3
VBED:  //VB-Nr, KN-Nr, Art, LF-Nr, Verformung[m] 
LAKO:  //LK-Nr, Ueberlagerungsfaktor je LF 
  1   2.0
  2   3.0
  3   4.0
  4   5.0
EFLI:  //EL-Nr, ST-Nr, EL-Typ(6 Ziffern)
EWKO:  //EK-Nr, Ueberlagerungsfaktor je LF
ENDE: