+prog aqua urs:1
head
norm en 199x-200x unit 5    ! unit 5 = defaut, cross sections in mm

!*!Label materials
echo mat full
conc 1  C 25          ! concrete
stee 2  B 500B        ! reinforcing steel
stee 3  S 355         ! structural steel

!*!Label cross section
echo sect extr
ctrl face 0
ctrl styp fem

sect 1 mno 3 mrf 2 btyp beam titl 'composite section'  ! mno 3 reference material -> structural steel due to composite section
poly type O mno 1
   vert no     y     z
         1   300  -325
         2  -300  -325
         3  -300   325
         4   300   325
poly type o mno 3
   vert  no    y     z
         11  308  -325
          1  300  -325
          4  300   325
         12  308   325
poly type o mno 3
   vert  no    y     z
          2 -300  -325
         21 -308  -325
         22 -308   325
          3 -300   325
! reinforcement
lay 1 type min mrf 2
lay 2 type min mrf 2
lrf 31 yb 250 zb  275 ye -250 lay 1 mrf 2 d 20 a 4[-] dist full   ! lower reinforcement 4 diameter 20
lrf 32 yb 250 zb -275 ye -250 lay 2 mrf 2 d 20 a 4[-] dist full   ! upper reinforcement 4 diameter 20
! shear cut with shear reinforcement
cut 41 yb -325 zb 0 ye -300 mno 3
    41 yb -300 zb 0 ye  300 mno 1 mrf 2 lay 1   ! minimum shear reinforcement automatically, manual definition with asup possible
    41 yb  300 zb 0 ye  325 mno 3
end