PROG AQUA urs:1
KOPF
UNIT 5
NORM 'DIN' 'en199x-200x' COUN 49 WIND '2' SNOW '1' WCAT 'B' UNIT 5
BETO 1    C '25' TYPR    B BEZ "=C 25/30 (EN 1992)"
STAH 2    B '500B' BEZ "=B 500 B (EN 1992)"
STAH 3    S '355' BEZ "=S 355 (EN 1993)"
ENDE

PROG SOFIMSHC urs:2
KOPF
UNIT 5
SYST RAUM GDIV 10000 GDIR POSZ
STEU TOPO 0
STEU TOLG WERT 0.010000[m]
STEU DELN 1
STEU MESH 1
STEU EDRL 1
STEU HMIN WERT 0.375000[m]
STEU FEIN WERT -0.325000
STEU PROG WERT 1.238000
STEU EFAK WERT 1.398600
GRUP 0
GRUP 1
SLN       1 BEZ "Linie"
SLNS FIX PP KR 'LOCZ' DRX -2.01948E-28  7.22789E-15 1 FCTA 0 FCTE 0
GUID 'guid:128:43ae1338-193e-11f1-b143-c4474ec808fb'
SLNB X1   5.00000000   1.00000000          0.0 X2   5.00000000          0.0          0.0
SLN       2 BEZ "Linie"
SLNS FIX XP KR 'LOCZ' DRX 0  7.22789E-15 1 FCTA 0 FCTE 0
GUID 'guid:128:43ae133a-193e-11f1-b143-c4474ec808fb'
SLNB X1          0.0   1.00000000          0.0 X2          0.0          0.0          0.0
SAR       1 GRP 1 MNR 1 MBW 2 NX 0 0 -1 NRA 7 DRX 1 0 0 T 250 CB 0 CT 0 BEZ "Fläche"
GUID 'guid:128:33603b37-193e-11f1-b143-c4474ec808fb'
SARB  OUT
SLNB X1          0.0   1.00000000          0.0 X2          0.0          0.0          0.0
SARB  OUT
SLNB X1          0.0          0.0          0.0 X2   5.00000000          0.0          0.0
SARB  OUT
SLNB X1   5.00000000          0.0          0.0 X2   5.00000000   1.00000000          0.0
SARB  OUT
SLNB X1   5.00000000   1.00000000          0.0 X2          0.0   1.00000000          0.0
ENDE

PROG SOFILOAD urs:4
KOPF EXPORT AUS DATENBASIS
UNIT TYPE 5
ACT  'G' GAMU 1.350000 1 PSI0 1 1 1 1 PART 'G' SUP PERM BEZ "Eigengewicht"
ACT  'Q' GAMU 1.500000 0 PSI0 0.700000 0.500000 0.300000 1 PART 'Q' SUP COND BEZ "Veränderliche Last"
ENDE

PROG SOFILOAD urs:5
KOPF EXPORT AUS DATENBASIS
UNIT TYPE 5
GRUP 0 WERT 'VOLL' BA 9998
GRUP 1 WERT 'VOLL' BA 9998
GRUP 0 WERT 'VOLL' BA 9998
GRUP 1 WERT 'VOLL' BA 9998
LF   1 'G' 1 FAKG 1 BEZ "Lastfall 1"
ENDE

+prog ase urs:8
kopf
lf 1
ende


PROG BEMESS urs:7
KOPF Design Parameter
SEIT UNIE 5
$
GEOM HO 35 DHO 10 HU 35 DHU 10
RICH OBEN 0 UNTE 0
PARA DO 10 DO2 10 DU 10 DU2 10 ASO 10 ASO2 20 ASU 10 ASU2 20
ENDE

+PROG BEMESS urs:3
KOPF  Bemessung Grenzzustand der Tragfähigkeit
ECHO MAT NEIN
STEU BRUC
LF  1
ENDE

PROG SIR urs:6
KOPF Berechnung der Stabschnittgroessen
steu lfb 1
echo bew ja
LF 1
SCHN NR  XS   XM  YM  ZM   NX   NY  NZ  $ longitudinal
     1   0.0  0.0 0.5  0   1.   0   0
     1   1.0  1.0 0.5  0   1.   0   0
     1   2.0  2.0 0.5  0   1.   0   0
     1   3.0  3.0 0.5  0   1.   0   0
     1   4.0  4.0 0.5  0   1.   0   0
     1   5.0  5.0 0.5  0   1.   0   0

SCHN NR  XS   XM  YM  ZM   NX   NY  NZ  $ cross
     2   0.0  2.5 0.0  0   0   1   0
     2   0.5  2.5 0.5  0   0   1   0
     2   1.0  2.5 1.0  0   0   1   0


ende