+prog aqua urs:1
head
echo MAT FULL
norm DIN 1045-1
conc 1  C 40
stee 11 BST 500
stee 21 PST 1570

scit 10 D 13.351[mm] T 0.0 mno 21

end


+prog sofimshc urs:2
head
syst SPAC gdiv 50000
ctrl MESH 3+32
ctrl HMIN 0.05
ctrl OPTI 0

let#l 2.0
let#h 0.25
let#b 0.25
let#zvs 0.2*#h  $ z-coordinates if the tendnon
sto#ls #l/20    $ length of a tendon element

$ DEFINITION VOLUMES

spt 1 x 0 +0.5*#b +0.5*#h
spt 2 x 0 -0.5*#b +0.5*#h
spt 3 x 0 -0.5*#b -0.5*#h
spt 4 x 0 +0.5*#b -0.5*#h

spt 11 x #l +0.5*#b +0.5*#h
spt 12 x #l -0.5*#b +0.5*#h
spt 13 x #l -0.5*#b -0.5*#h
spt 14 x #l +0.5*#b -0.5*#h

sln 1,2,3,4 npa 1,2,3,4 npe 2,3,4,1
sln 11,12,13,14 npa 11,12,13,14 npe 12,13,14,11
sln 21,22,23,24 npa 1,2,3,4 npe 11,12,13,14

sar 1 nra 0 t 0 ; sarb out 1,2,3,4
sar 2 nra 0 t 0 ; sarb out 11,12,13,14
sar 3 nra 0 t 0 ; sarb out 1,11,21,22
sar 4 nra 0 t 0 ; sarb out 2,12,22,23
sar 5 nra 0 t 0 ; sarb out 3,13,23,24
sar 6 nra 0 t 0 ; sarb out 4,14,24,21

svo 1 grp 10 mno 1 type TET
svos 1,2,3,4,5,6 act SURF


$ definition of the prestressing tendon
spt 101 x  0 0 -#zvs xflg 'PLA'
spt 102 x #l 0 -#zvs xflg 'PLA'
sln 101 npa 101 102 grp 20 styp 'CE' sno 10 sdiv #ls xflg 'PLA'
 slnb x3 0.5*#l 0 +#zvs


$ supports
sln -1 fix PP
sln -11 fix PZ

end


+prog sofimsha urs:3
head Kopplung Seil mit Volumennetz
syst REST

$ definition of hanging nodes
node FIT 101 102 fix INTE BGRP 10

end


+prog sofiload urs:4
head
lc 1 facd 1.0 titl 'Eigengewicht'
$lc 10 titl 'Vorspannung'
$ cabl grp 20 type VX 1350*140/1000
end

+prog ase urs:6
head Linear elastisch
ctrl SOLV 4
grp ALLE
lc 1
LC 10
PEXT NOG 20 P0 1350*140/1000 SIDE 'POSX' MUE 0.9 SS 0

end