STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 14-Apr-20
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 1.34; 2 0 0 -1.34; 3 5.9084 4.141 1.34; 4 5.9084 4.141 -1.34;
5 0.670268 0.469769 1.465; 6 0.670001 0.469769 -1.465; 7 6.44601 4.141 1.34;
8 6.446 4.141 -1.34; 9 7.367 4.141 1.34; 10 7.367 4.141 -1.34;
11 9.2779 4.141 1.34; 12 9.2779 4.141 -1.34; 13 11.1799 4.141 1.34;
14 11.1799 4.141 -1.34; 15 11.1799 2.6515 1.34; 16 11.1799 2.6515 -1.34;
17 12.5033 2.6515 1.34; 18 12.5033 2.6515 -1.34; 19 11.1799 2.8933 1.34;
20 11.1799 2.8933 -1.34; 23 3.31036 2.32012 1.34; 24 3.31036 2.32012 -1.34;
27 2.68672 1.88303 1.465; 28 2.68672 1.88303 -1.465; 29 2.68672 -2.97097 1.59;
30 2.68672 -2.97097 -1.59; 31 2.68672 -1.40597 1.59; 32 2.68672 -1.40597 -1.59;
33 2.68672 -0.745965 1.59; 34 2.68672 -0.745965 -1.59;
35 2.68672 -0.105965 1.59; 36 2.68672 -0.105965 -1.59;
37 0.181268 0.764591 1.59; 38 0.181268 0.764591 -1.59;
39 1.88142 1.31862 -1.465; 40 1.88142 1.31862 1.465; 41 5.5237 7.1494 1.59;
42 5.5237 7.1494 -1.59; 43 2.75651 3.8423 -1.59; 44 2.75651 3.8423 1.59;
45 5.03455 3.52855 -1.34; 46 5.03455 3.52855 1.34; 47 5.03455 3.52855 -1.59;
48 5.03455 3.52855 1.59; 49 3.9443 4.9956 1.59; 50 3.9443 4.9956 -1.59;
51 5.5237 7.1494 0.85; 52 5.5237 7.1494 0.314; 53 5.5237 7.1494 -0.411;
54 6.446 4.141 -0.00650001; 55 6.446 4.141 0.222;
MEMBER INCIDENCES
1 2 6; 2 1 5; 3 3 7; 4 7 9; 5 9 11; 6 11 13; 7 4 8; 8 8 10; 9 10 12; 10 12 14;
11 14 13; 12 12 11; 13 10 9; 14 8 54; 15 13 19; 16 19 15; 17 13 17; 18 14 20;
19 20 16; 20 14 18; 21 12 20; 22 11 19; 24 3 46; 26 24 45; 27 6 39; 28 5 40;
31 28 36; 32 27 35; 33 31 29; 34 32 30; 35 32 31; 36 33 31; 37 34 32; 38 35 33;
39 36 34; 40 36 35; 41 5 33; 42 6 34; 43 5 37; 44 6 38; 45 39 28; 46 40 27;
47 41 51; 48 38 43; 49 43 42; 50 43 39; 51 37 44; 52 44 41; 53 40 44; 54 45 4;
55 46 23; 56 45 47; 57 46 48; 58 49 48; 59 50 47; 60 51 52; 61 52 53; 62 53 42;
63 54 55; 64 55 7; 65 23 27; 66 28 24;
DEFINE PMEMBER
24 PMEMBER 1
START USER TABLE
TABLE 1
UNIT METER KN
TUBE
TUB5002508
0.011744 0.25 0.5 0.008 0.000134255 0.000393259 0.000309019 0.004 0.008
END
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-05
DAMP 0.03
TYPE STEEL
STRENGTH FY 253200 FU 407800 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY CHINESE
1 TO 14 17 20 TO 22 24 26 35 40 TO 44 54 55 63 64 TABLE ST TUB2502508.0
56 TO 59 TABLE ST TUB2002008.0
47 TO 49 51 52 60 TO 62 TABLE ST TUB30020012.5
15 16 18 19 31 TO 34 36 TO 39 TABLE ST TUB25025010.0
MEMBER PROPERTY EUROPEAN
50 53 TABLE ST PIPE OD 0.15 ID 0.1
MEMBER PROPERTY EUROPEAN
27 28 45 46 65 66 UPTABLE 1 TUB5002508
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
15 TO 18 29 30 FIXED
MEMBER TRUSS 
50 53
MEMBER RELEASE
48 51 START MZ
MEMBER OFFSET
31 42 44 START 0 0 -0.125
2 50 66 END 0 0 -0.125
32 41 43 53 65 START 0 0 0.125
1 END 0 0 0.125
LOAD 1 LOADTYPE None  TITLE EVEN KEEL
SELFWEIGHT Y -1.1 
JOINT LOAD
53 FY -1.6
51 52 FY -0.8
MEMBER LOAD
24 26 54 55 UNI Y -7.353
63 UNI GX -68.127
63 UNI GY -47.71
LOAD 2 LOADTYPE None  TITLE EVEN KEEL BOAT AT THE END OF SKIDWAY
SELFWEIGHT Y -1.1 
JOINT LOAD
1 TO 20 23 24 27 TO 55 FY -1.6
1 TO 20 23 24 27 TO 55 FY -0.8
MEMBER LOAD
1 2 UNI Y -149.6
LOAD 3 LOADTYPE None  TITLE 10LIST/20TRIM
SELFWEIGHT Y -1.02 
SELFWEIGHT X -0.205 
SELFWEIGHT Z 0.425 
JOINT LOAD
53 FX -0.261 FY -1.483 FZ 0.539
51 52 FX -0.131 FY -0.742 FZ 0.269
MEMBER LOAD
24 26 54 55 UNI Y -5.964
26 54 UNI GZ 4.342
63 UNI GX -83.99
63 UNI GY -58.81
LOAD 4 LOADTYPE None  TITLE 10LIST/20TRIM BOAT AT THE END OF SKIDWAY
SELFWEIGHT Y -1.02 
SELFWEIGHT X -0.179 
SELFWEIGHT Z 0.371 
JOINT LOAD
53 FX 0.261 FY -1.483 FZ 0.539
51 52 FX 0.131 FY -0.742 FZ 0.269
MEMBER LOAD
1 2 UNI Y -121.33
2 UNI GZ 88.31
LOAD 5 LOADTYPE None  TITLE -10LIST/20TRIM
SELFWEIGHT Y -1.02 
SELFWEIGHT X 0.179 
SELFWEIGHT Z 0.371 
JOINT LOAD
53 FX 0.261 FY -1.483 FZ 0.539
51 52 FX 0.131 FY -0.742 FZ 0.269
MEMBER LOAD
24 26 54 55 UNI Y -7.645
24 55 UNI GZ 5.565
63 UNI GX -50.19
63 UNI GY -35.15
LOAD 6 LOADTYPE None  TITLE -10LIST/20TRIM BOAT AT THE END OF SKIDWAY
SELFWEIGHT Y -1.02 
SELFWEIGHT X 0.179 
SELFWEIGHT Z 0.371 
JOINT LOAD
53 FX 0.261 FY -1.483 FZ 0.539
51 52 FX 0.131 FY -0.742 FZ 0.269
MEMBER LOAD
1 2 UNI Y -155.4
2 UNI GZ 113.2
PERFORM ANALYSIS
PARAMETER 1
CODE EN 1993-1-1:2005
TRACK 0 MEMB 1 TO 22 24 26 TO 28 31 TO 64
GM0 1 MEMB 1 TO 22 24 26 TO 28 31 TO 64
GM1 1 MEMB 1 TO 22 24 26 TO 28 31 TO 64
GM2 1 MEMB 1 TO 22 24 26 TO 28 31 TO 64
CHECK CODE ALL
LOAD LIST 1 TO 6
FINISH
