EBRA
Fundament-Balken

  
KNOT
1  0.  0.
2..7   6.  -1 L
  
STAB
1..6  1 2
  
AUFL
H 7
  
BETT
Q  10000.*0.4  1..6
  
STAM
B-25
  
QULI
[cm]
B  RQ  40  90
STAQ
B  1..6
  
LAFA 1-g+s
// GV  .35*.8*25  1..6
KV  80.   2..6
KV  25.   1  7
  
BEMA
x 1..7
abstand 17
x 1 7
PARA
    job0 1 0 1 5 1, 0 0
    blatt 1
    opt1 0 0 1.100000 0, 0 0 0
    opt2  
    opt3  
    opt4  
    opt5  6 
    eli1 0 0 0.500000
    MODE 0.000000 0.000000 0.000000 0.000000 0
ENDE
