! SOFiSTiK Structural Desktop, Group:+1 [System]
! SOFiSTiK Structural Desktop, Group:+8 [Calculation]
! SOFiSTiK Structural Desktop, Task:+9 [Linear Analysis]
$ Automatically generated by ASE 2020-4.0 8/12/2020 12:46 PM
$ Attention: Changes will be overwritten if the task is opened again!
+PROG ASE urs:9 $ Linear Analysis
HEAD Calculation of forces and moments
PAGE UNII 0
CTRL OPT WARP VAL 0
LC ALL
END
+PROG WING urs:9.1 $ Graphical Output
HEAD Graphical Output
PAGE UNII 0
CTRL EMPT YES         $ create empty pages if results not available
CTRL WARN (800 802 1) $ no warnings if no values found
CTRL WARN (804 808 1) $ no warnings if no values found
CTRL WARN 873         $ no warning for 2D visibility
#define SCHR=0.2
SCHH H6 0.2
#define FILL=-
#define FILLI=-
#define FILLC=-
#define SCHRI=-
#define SCHRC=-
VIEW EGXY    $ view in global Z direction
MOVE UNIT PRWC X  0 Y 33 DTYP QSEC ; DRAW UNIT PRWC X 100 Y  33 DTYP QSEC $ cut in global X direction
MOVE UNIT PRWC X  0 Y 66 DTYP QSEC ; DRAW UNIT PRWC X 100 Y  66 DTYP QSEC $ cut in global X direction
MOVE UNIT PRWC X 33 Y  0 DTYP QSEC ; DRAW UNIT PRWC X  33 Y 100 DTYP QSEC $ cut in global Y direction
MOVE UNIT PRWC X 66 Y  0 DTYP QSEC ; DRAW UNIT PRWC X  66 Y 100 DTYP QSEC $ cut in global Y direction
SIZ2 SPLI PICT
SIZE -URS SC 0 SPLI  2x1 MARG NO FORM STAN
VIEW EG3
LC 11 DESI 11
LOAD TYPE ALL
NODE TYPE SV SCHH YES
NODE TYPE EZ SCHH YES
NODE TYPE UZ FILL $(FILLI) SCHH $(SCHRI) REPR DISO
DEFO TYPE FULL FAC DEFA LC CURR; STRU NUME 0 0; DEFO NO
QUAD TYPE  HM SCHH NO REPR DVEC
END
! SOFiSTiK Structural Desktop, Task:-9 [Linear Analysis]
! SOFiSTiK Structural Desktop, Group:+10 [Enveloping and Combinations]
! SOFiSTiK Structural Desktop, Group:+12 [Calculation]
! SOFiSTiK Structural Desktop, Task:+13 [Text Editor]
+PROG ASE urs:13.1
HEAD
$OBLI LC 2001 VMAX 5.000[mm] DIRE YY
ULTI 10 FAK1 0.1 PRO 2 EPSS 355/210
SYST PROB NONL NMAT YES
$NSTR KSV ULD
LC 300
LCC 11 fact 1 $ pressure 10000 kN/m
END
+PROG ASE  urs:13.2
HEAD
$OBLI LC 2001 VMAX 5.000[mm] DIRE YY
ULTI 10 FAK1 0.1 PRO 2 $EPSS 355/210
SYST PROB NONL NMAT YES
$NSTR KSV ULD
LC 400
LCC 11 fact 1 $ pressure 10000 kN/m
END
+PROG ASE   urs:13.3
HEAD
$OBLI LC 2001 VMAX 5.000[mm] DIRE YY
ULTI 10 FAK1 0.1 PRO 2 $EPSS 355/210
SYST PROB NONL NMAT YES
NSTR KSV UL
LC 500
LCC 11 fact 1 $ pressure 10000 kN/m
END
! SOFiSTiK Structural Desktop, Task:-13 [Text Editor]