#DEFINE PROJECT = Special_Profile_Test
+PROG AQUA urs:1.1 $ Materials
HEAD Materials
PAGE UNII 0
$NORM 'DIN' '1045-1'
NORM 'US' 'AISC-2005' UNIT 0  $ American Norms with Standard Units

$ Materialien
STEE NO 10 TYPE A CLAS 992 $ Truss Elements of the Lower Arc

END

+PROG AQUA urs:1 $ Sections
HEAD
PAGE UNII 0
CTRL REST 1
CTRL SDIV 0 VAL2 0.005 $ Required for Special Profile

$ Querschnitte ------------------------------------------------------------------------------------------------

$$ Standard W-Profile
$PROF NO 10  TYPE W 12 72  MNO 10

$ Special Profile - Half-Closed W-Profile
SECT NO 10 MNO 10 TITL "Half-Closed W-Profile"
    PROF NO 1 TYPE W 12 72 DTYP T
    PLAT NO 2  0.3048/2 -0.2954/2  0.3048/2  0.2954/2  0.0109
SECT 0

$$ Standard W-Profile (Interpolated Sections)
$PROF NO 10  TYPE W 12 72  MNO 10
$PROF NO 11  TYPE W 21 147 MNO 10

END

+PROG SOFIMSHC urs:2
HEAD
PAGE UNII 0
SYST 3D GDIR NEGZ GDIV 10000
CTRL INIT 7
CTRL TOLG 0.001000
CTRL MESH 1
CTRL HMIN 1.0000
CTRL TOPO XFLG 0
CTRL NODE 1000

SPT 1 X 0.00000000 0.00000000 0.00000000 SX 1.000000 0.000000 0.000000 NX 0.000000 0.000000 1.000000 FIX PXPYPZMXMZ
SPT 2 X 5.00000000 0.00000000 0.00000000 SX 1.000000 0.000000 0.000000 NX 0.000000 0.000000 1.000000 FIX PXPYPZMXMZ
SLN - GRP 10 SNO "10" DRX 0.000000 0.000000 -1.000000
 SLNB X1 0.00000000 0.00000000 0.00000000  X2 5.00000000 0.00000000 0.00000000


END

-PROG AQUA urs:4
HEAD
INTE 0 4
END

+PROG SOFILOAD URS:8
HEAD Load Variable Definition
PAGE UNII 0

$ Dead Load Variables -------------------------------------------------------------

#DEFINE D       =  2.4  $ Additional Uniform Dead Load [kN/m]

$ Live Load Variables -------------------------------------------------------------

#DEFINE L       =  6.0  $ Uniform Live Load [kN/m]

$ Wind Load Variables -------------------------------------------------------------

#DEFINE W       =  5.0  $ Wind Load [kN/m]

$ Temperature Load Variables ------------------------------------------------------

#DEFINE TPos    =  45  $ Positive Temp. Change [K]
#DEFINE TNeg    = -30  $ Negative Temp. Change [K]

$ Additional Dead Load -------------------------------------------------------------------

HEAD LC 10 - Additional Dead Load
LC 10 TYPE NONE FACT 1.00 DLX 0 DLY 0  DLZ 0  TITL 'Additional Dead Load'

BEAM GRP 10 TYPE PZZ PA -$(D)

$ Live Load -----------------------------------------------------------------------------

HEAD LC 20 - Live Load
LC 20 TYPE NONE FACT 1.00 DLX 0 DLY 0  DLZ 0  TITL 'Live Load'

BEAM GRP 10 TYPE PZZ PA -$(L)

$ Wind Load ------------------------------------------------------------------------------

HEAD LC 30 - Wind 0°
LC 30 TYPE NONE FACT 1.00 DLX 0 DLY 0  DLZ 0  TITL 'Wind 0°'

BEAM GRP  10       TYPE PY PA $(W)

$ Temperature Load -----------------------------------------------------------------------

HEAD LC 40 - Pos. Temperature Change
LC 40 TYPE NONE FACT 1.00 DLX 0 DLY 0  DLZ 0  TITL 'Pos. Temperature Change'

BEAM GRP 10 TYPE DT $(TPos)

HEAD LC 41 - Neg. Temperature Change
LC 41 TYPE NONE FACT 1.00 DLX 0 DLY 0  DLZ 0  TITL 'Neg. Temperature Change'

BEAM GRP 10 TYPE DT $(TNeg)

END

$ 200 LF SLS ---------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:14.6
#DEFINE PLC200 = 1.0 $ Load Combination Coefficient for PLC 200
#DEFINE PLC201 = 0.6 $ Load Combination Coefficient for PLC 201

#DEFINE EQxAcc = 0.240 $ Earthquake Acceleration in the X-Direction
#DEFINE EQyAcc = 0.225 $ Earthquake Acceleration in the Y-Direction

#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 200 1.0DL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)  $NMAT YES

GRP   - FACS 1

LC 200 DLZ $(PLC200) TITL '1.0DL'
LCC 10  $(PLC200)

END

$---------------------------------------------------------------------
+PROG ASE  urs:3
#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 201 0.6DL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)  $NMAT YES

GRP   - FACS 1

LC 201 DLZ $(PLC201) TITL '0.6DL'
LCC 10  $(PLC201)

END

$---------------------------------------------------------------------
+PROG ASE  urs:40
#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 220 1.0DL+1.0LL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 200

GRP   - FACS 1

LC 220 DLZ $(PLC200) TITL '1.0DL+1.0LL'
LCC 10  $(PLC200)
LCC 20  1.0

END

$ Wind  0° -----------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:18.9
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 230 0.6DL+1.0W0
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 201

GRP   - FACS 1

LC 230 DLZ $(PLC201) TITL '0.6DL+1.0W0'
LCC 10  $(PLC201)
LCC 30  1.0

END

$ Temperature --------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:34
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 240 1.0DL+1.0LL+1.0Tpos
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 200

GRP   - FACS 1

LC 240 DLZ $(PLC200) TITL '1.0DL+1.0LL+1.0Tpos'
LCC 10  $(PLC200)
LCC 20  1.0
LCC 40  1.0

END

$---------------------------------------------------------------------
+PROG ASE  urs:36
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 241 1.0DL+1.0LL+1.0Tneg
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 200

GRP   - FACS 1

LC 241 DLZ $(PLC200) TITL '1.0DL+1.0LL+1.0Tneg'
LCC 10  $(PLC200)
LCC 20  1.0
LCC 41  1.0

END


$ Earthquake ---------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:26
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 250 1.0DL+0.7EQx
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 200

GRP   - FACS 1

LC 250 DLZ $(PLC200) DLX 0.7*$(EQxAcc) TITL '1.0DL+0.7EQx'
LCC 10  $(PLC200)

END

$---------------------------------------------------------------------
+PROG ASE  urs:27
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 251 1.0DL+0.7EQy
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 200

GRP   - FACS 1

LC 251 DLZ $(PLC200) DLY 0.7*$(EQyAcc) TITL '1.0DL+0.7EQy'
LCC 10  $(PLC200)

END

$ 300 LF ULS ---------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:38
#DEFINE PLC300 = 1.4        $ Load Combination Coefficient for PLC 300
#DEFINE PLC301 = 0.9        $ Load Combination Coefficient for PLC 301
#DEFINE PLC302 = (0.75*1.4) $ Load Combination Coefficient for PLC 302

#DEFINE EQxAcc = (1.4*0.240) $ Earthquake Acceleration in the X-Direction (40% Increase for ULS)
#DEFINE EQyAcc = (1.4*0.225) $ Earthquake Acceleration in the Y-Direction (40% Increase for ULS)

#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 300 1.4DL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)  $NMAT YES

GRP   - FACS 1

LC 300 DLZ $(PLC300) TITL '1.4DL'
LCC 10  $(PLC300)

END

$---------------------------------------------------------------------
+PROG ASE  urs:39
#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 301 0.9DL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)  $NMAT YES

GRP   - FACS 1

LC 301 DLZ $(PLC301) TITL '0.9DL'
LCC 10  $(PLC301)

END

$---------------------------------------------------------------------
+PROG ASE  urs:41
#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 302 0.75(1.4DL)
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)  $NMAT YES

GRP   - FACS 1

LC 302 DLZ $(PLC302) TITL '0.75(1.4DL)'
LCC 10  $(PLC302)

END

$---------------------------------------------------------------------
+PROG ASE  urs:42
#DEFINE iteration= 150        $ Iterations
#DEFINE fmax=      0.6        $ Load Increment

HEAD LC 320 1.4DL+1.7LL
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 300

GRP   - FACS 1

LC 320 DLZ $(PLC300) TITL '1.4DL+1.7LL'
LCC 10  $(PLC300)
LCC 20  1.7

END

$ Wind  0° -----------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:44
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 330 0.9DL+1.6W0
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 301

GRP   - FACS 1

LC 330 DLZ $(PLC301) TITL '0.9DL+1.6W0'
LCC 10  $(PLC301)
LCC 30  1.6

END

$ Temperature --------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:72
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 340 1.4DL+1.4Tpos
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 300

GRP   - FACS 1

LC 340 DLZ $(PLC300) TITL '1.4DL+1.4Tpos'
LCC 10  $(PLC300)
LCC 40  1.4

END

$---------------------------------------------------------------------
+PROG ASE  urs:73
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 341 1.4DL+1.4Tneg
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 300

GRP   - FACS 1

LC 341 DLZ $(PLC300) TITL '1.4DL+1.4Tneg'
LCC 10  $(PLC300)
LCC 41  1.4

END


$ Earthquake ---------------------------------------------------------
$---------------------------------------------------------------------
+PROG ASE  urs:62
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 350 0.75(1.4DL+1.7LL)+1.0EQx
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 302

GRP   - FACS 1

LC 350 DLZ $(PLC302) DLX 1.0*$(EQxAcc) TITL '0.75(1.4DL+1.7LL)+1.0EQx'
LCC 10  $(PLC302)
LCC 20  0.75*1.7

END

$---------------------------------------------------------------------
+PROG ASE  urs:63
#DEFINE iteration= 200        $ Iterations
#DEFINE fmax=      0.5        $ Load Increment

HEAD LC 351 0.75(1.4DL+1.7LL)+1.0EQy
CTRL CABL 0  $ Without Inner Cable Sag
CTRL ITER 3 v2 1
SYST PROB TH3 ITER $(iteration)  FMAX  $(fmax)    PLC 302

GRP   - FACS 1

LC 351 DLZ $(PLC302) DLY 1.0*$(EQyAcc) TITL '0.75(1.4DL+1.7LL)+1.0EQy'
LCC 10  $(PLC302)
LCC 20  0.75*1.7

END

+PROG AQB urs:18.1 $ Stahl - Querschnittsnachweise (Stäbe)
HEAD Stahl - Querschnittsnachweise
PAGE UNII 0 LANO 1
$STAB GRP 3,4,5 TYP stab BETA 1.0 BETS 1.0  $ Beta = Knicklängenbeiwert
                                           $ Bets = 2. Knicklängenbeiwert für Querbiegung

LC 3??   $ alle 300er Lastfälle werden berücksichtigt
COMB GMAX LCST 901 TITL 'Max'
STRE E             $ E = nur Ermittlung elast. Max-Spannungen und Vergleichsspannung
                   $ B = Ausnutzungsgrad für vereinfachte Interaktion
                   $ C = Ausnutzungsgrad aus
                   $     -Querschnittsklasse 1 und 2: Interaktion nach EC 3 oder EC 9
                   $     -Querschnittsklasse 3:       Vergleich Spannungen mit fyd
END

+PROG AQB URS:22.1
PAGE -1 999999 1 LANO 0
HEAD Bemessung Stäbe
ECHO FORC NO
ECHO STRE NO
ECHO DESI YES

BEAM GRP 10 TYPE BEAM
LC  300
    301 ; 302
    320
    330
    340 ; 341
    350 ; 351

STRE SMOD E STYP F

END