+prog aqua urs:1
kopf 'reinforced concrete section'

echo voll extr

sto#fact 1

norm en 199X-200X

beto 1 c 30
beto 2 c 30
beto 3 c 30
stah 4 b 500

qnr nr 1 mnr 1
ba 10
qpol upz mnr 1
qp nr y   z
     11 250 -250
     12 250  250
bew 1 y 0 z -200 as 10 mbw 4

ba 20
qpol upz mnr 2
qp nr y   z
     21 250 -500
     22 250 -250

qpol upz mnr 3
qp nr y   z
     23 250  250
     24 250  500

ende


-prog aqua urs:6
kopf 'steel section'

echo voll extr

sto#fact 60

norm en 199X-200X

stah 1 s 235
stah 2 s 235
stah 3 s 235

qnr nr 1 mnr 1
ba 10
qpol upz mnr 1
qp nr y   z
     11 250 -250
     12 250  250

ba 20
qpol upz mnr 2
qp nr y   z
     21 250 -500
     22 250 -250

qpol upz mnr 3
qp nr y   z
     23 250  250
     24 250  500

ende


+prog sofimsha urs:2
kopf

syst 3d gdiv 1000 gdir posz

knot (1 2 1) x (0 10) y 0 z 0
knot 1 fix pxpypzmx
knot 2 fix   pypzmx

grup 1
stab 1 1 2 qnr 1

ende


+prog sofiload urs:4
kopf

lf 1 none
knot 1 myy  100
knot 2 myy -100

ende


+prog csm urs:5
kopf

steu eg nein
steu stab aqb
steu krie stan

ba  nr typ bez
    10 g_1  'middle section'
    20 g_1  'extra  section'

grup nr iba1 wbis t0
     1  10   -   28

lf 1 g_1 10 fakt #fact

ende

+apply $(name)_csm.dat


+PROG AQB urs:csm701
KOPF NSTR
ECHO voll extr

  STEU QWF   1.00000 $ take into account reinforcement for C+S
  STEU VM   VAL2 1.0 $ take into account normal force delta-N of torsion in bending design DESI
$
$ beams to be used:
STAB GRP - BA auto
$
$ loadcases to be used:
LF  5??? $ all 5000...GPC-loadcases as in the LC-list in file _csmlf.dat
$ECHO FORC YES $ to check the automatic found and applied loadcases -> Considered Load Cases
$
$ Combinations:
KOMB EXTR LF1  LF2  LF3  LF4  LF5  LF6 LFSP=8010 QT=10 BEZ='Sum_10 middle section   '
      SUM 5010

KOMB EXTR LF1  LF2  LF3  LF4  LF5  LF6 LFSP=8020 QT=20 BEZ='Sum_20 extra  section   '
      SUM 5010 5020

dehn gebr ksv sl ksb sl

ENDE


+PROG AQB urs:3
KOPF NSTR
ECHO voll extr

  STEU QWF   1.00000 $ take into account reinforcement for C+S
  STEU VM   VAL2 1.0 $ take into account normal force delta-N of torsion in bending design DESI
$
$ beams to be used:
STAB GRP - BA auto
$
$ loadcases to be used:
LF  5??? $ all 5000...GPC-loadcases as in the LC-list in file _csmlf.dat
$ECHO FORC YES $ to check the automatic found and applied loadcases -> Considered Load Cases
$
$ Combinations:
KOMB EXTR LF1  LF2  LF3  LF4  LF5  LF6 LFSP=9010 QT=10 BEZ='Sum_10 middle section   '
      SUM 5010

steu plf 8010

KOMB EXTR LF1  LF2  LF3  LF4  LF5  LF6 LFSP=9020 QT=20 BEZ='Sum_20 extra  section   '
      SUM 5010 5020

dehn gebr ksv sl ksb sl

ENDE