$
$*********************************************      load macros
$
use_mac install
$
$*********************************************      define dimensions
$
&dimen -save -dimen feet kips
$
$*********************************************      title
$
&title El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck
$
$*********************************************      render
$
i_set render -render wf
$
$*********************************************      water depth
$
i_set wdepth  153
$
$*********************************************      margin basic steel
$
i_set margin  5
$
$*********************************************      % apply of l_groups
$
i_set per_apply 100
$
$*********************************************      code check
$
i_set code_lim  1.,1e6 0,1.
i_set c_code  -sele @ -ex ~dum@ ~rrd
i_set n_code -ex *b@
i_set t_code iso lrfd 1.3 1.1 1.35
$
$*********************************************      joints for fatigue
$
i_set n_fat  -sele @ -ex *b@
i_set fat_lim   .25,1.e6 0,0.25
i_set envdat
$
$*********************************************      fatigue
$
i_set b_sn  awse
i_set scf   Efthymiou
i_set sn    XP
$
$*********************************************      report data
$
i_begin -tline1 'EL PASO PRODUCTION'           \
        -tline2 'Production Platform B Deck'   \
        -tline3 'South Timbalier Block 204 "B"'              \
        -client 'EXCEL Engineering, Inc'                     \
        -footer 'ST204B Production Pltfm Deck' -output
$
$*********************************************      barge  data
$
use_ves  ches_tra
cargo bridge    135*2  108.75  0.0     14.5 -size     14 10 187.5
$
$*********************************************      structure data
$
&SET port_nod = *d0405 *d0407
&SET stbd_nod = *d0401 *d0403
$
$*********************************************      sacs shapes
$
&data SHAPES
&dimen -save -dimen feet kips
c12x20.  c    2.942 12.000 0.282 0.501  \
          -section   6.090   129.000     3.880     0.370
c6x8.2   c    1.920  6.000 0.200 0.343  \
          -section   2.400    13.100     0.693     0.080
c10x15.  c    2.600 10.000 0.240 0.436  \
          -section   4.490    67.400     2.280     0.210
&dimen   -remember
end_&data
$
$*********************************************      define deck
$
model_in deck   deck.dat    225.00 23 3.00 \
       -orient *d0407 *d0405 *d0403 -top_node *D1077
$
$*********************************************      vert. connections
$
~can tube 60 2
i_connector v_can ~can %port_nod %stbd_nod
$
$*********************************************      horiz. connections
$
~tiedown tube 12.75 0.688
&loop nod ( *d0631 *d0633 *d0635 *d0637 )
   i_connector pconnect  -7.5 -7.5 -16.0  ~tiedown %nod *b@
   i_connector pconnect  -7.5  7.5 -16.0  ~tiedown %nod *b@
   i_connector pconnect   7.5 -7.5 -16.0  ~tiedown %nod *b@
   i_connector pconnect   7.5  7.5 -16.0  ~tiedown %nod *b@
&endloop