STAAD SPACE HD-21 DAVIT SWL=6300 KG
START JOB INFORMATION
JOB CLIENT 
JOB NO 
JOB COMMENT SWL 6300
ENGINEER DATE 07-Jul-16
END JOB INFORMATION
* BOAT SUSPENDED FROM A-FRAME.  FILE NAME: 7000RMUT
INPUT WIDTH 79
PAGE LENGTH 61
UNIT METER KN
JOINT COORDINATES
1 0 1.462 1.59; 2 0 1.462 -1.59; 3 0 2.103 1.59; 4 0 2.103 -1.59;
5 5.73 5.475 1.34; 6 5.73 5.475 -1.34; 7 4.817 4.835 1.34; 8 4.817 4.835 -1.34;
9 3.772 6.327 1.59; 10 3.772 6.327 -1.59; 11 4.817 4.835 -1.59;
12 4.817 4.835 1.59; 13 -0.179 1.337 1.34; 14 -0.179 1.337 -1.34;
15 1.703 2.654 1.59; 16 1.703 2.654 -1.59; 17 1.531 2.9 1.59;
18 1.531 2.9 -1.59; 19 6.267 5.475 -1.34; 20 6.267 5.475 1.34;
21 -1.804 5.694 1.59; 22 -1.804 5.694 -1.59; 23 -2.038 5.555 1.59;
24 -2.038 5.555 -1.59; 25 -4.232 9.272 1.59; 26 -4.232 9.272 -1.59;
27 -4.232 9.272 -0.775; 28 -4.232 9.272 0.56; 29 -4.232 9.272 0.94;
30 6.76 5.475 -1.34; 31 6.76 5.475 1.34; 32 10.546 5.475 -1.34;
33 10.546 5.475 1.34; 34 0.302 1.6738 1.59; 35 0.302 1.6738 -1.59;
36 2.25245 3.03976 -1.35069; 37 2.25245 3.03976 1.35069;
38 2.05523 2.9013 -1.43659; 39 2.05523 2.9013 1.43659; 40 2.05523 -1.6 1.59;
41 2.05523 -1.6 -1.59; 42 2.05523 0.26 1.57627; 43 2.05523 0.259637 -1.57627;
44 2.05523 0.924708 1.5411; 45 2.05523 0.924708 -1.5411;
46 2.05523 -0.065 -1.583; 47 2.05523 -0.065 1.583; 48 8.653 5.475 -1.34;
49 8.653 5.475 1.34; 50 10.546 4 1.34; 51 10.546 4 -1.34;
52 3.96215 4.23659 -1.34356; 53 3.96215 4.23659 1.34356;
54 2.76536 3.39881 -1.34855; 55 2.76536 3.39881 1.34855; 56 11.566 4 1.34;
57 11.566 4 -1.34;
* STARBOARD SIDE
* DECK COLUMNS
* SKIDWAY
* A-FRAME RESTING SUPPORTS
* CYLINDER CONNECTION POINTS
* A-FRAME STRUCTURE
* HYDRAULIC CYLINDER
* PORT SIDE
* DECK COLUMNS
* SKIDWAY
* A-FRAME RESTING SUPPORTS
* CYLINDER CONNECTION POINTS
* A-FRAME STRUCTURE
* HYDRAULIC CYLINDER
* LASHING RAIL UNDER LIFEBOAT
MEMBER INCIDENCES
1 4 35; 2 5 20; 3 5 7; 4 6 8; 5 9 12; 6 10 11; 7 11 8; 8 12 7; 9 7 53; 10 8 52;
11 13 1; 12 14 2; 13 15 34; 14 16 35; 15 17 15; 16 18 16; 17 19 6; 18 20 31;
19 19 20; 20 18 22; 21 17 21; 22 21 23; 23 22 24; 24 24 4; 25 23 3; 26 26 24;
27 25 23; 28 26 27; 29 27 28; 30 28 29; 31 29 25; 32 44 45; 33 41 46; 34 40 47;
35 35 43; 36 3 34; 37 34 42; 38 30 19; 39 33 49; 40 32 48; 41 34 1; 42 35 2;
43 36 38; 44 37 39; 45 38 16; 46 39 15; 47 42 44; 48 43 45; 49 44 39; 50 45 38;
51 46 43; 52 47 42; 53 47 46; 54 48 30; 55 49 31; 56 48 49; 57 30 31; 58 33 50;
59 32 51; 60 49 50; 61 48 51; 62 32 57; 63 52 54; 64 53 55; 65 54 36; 66 55 37;
67 32 33; 68 56 33;
START USER TABLE
TABLE 1
UNIT METER KN
TUBE
TUBE30020014
0.013216 0.3 0.2 0.014 0.000161561 8.46619e-05 0.00016787 0.0084 0.00373333
TABLE 2
UNIT METER KN
TUBE
HUP250X250X9
0.0098 0.26 0.25 0.01 0.000101207 9.52017e-05 0.000146939 0.0052 0.005
TABLE 3
UNIT METER KN
TUBE
250X250X8X2
0.01549 0.25 0.5 0.008 0.000151355 0.000393359 0.000309019 0.007488 0.008
END
* STARBOARD SIDE
* DECK COLUMNS
* DUMMY BEAMS FOR TIE-IN
* SKIDWAY
* A-FRAME RESTING SUPPORTS
* HYDRAULIC CYLINDER
* A-FRAME STRUCTURE
* PORT SIDE
* DECK COLUMNS
* DUMMY BEAMS FOR TIE-IN
* SKIDWAY
* A-FRAME RESTING SUPPORTS
* HYDRAULIC CYLINDER
* A-FRAME STRUCTURE
* LASHING RAIL UNDER LIFEBOAT
* CROSS BEAM AT BOARDING PLATFORM
*
* DATA FOR PROPERTIES, CONSTANTS, SUPPORTS, LOADS
* DATA FOR ANALYSIS, DESIGN
*
* DEFINING SUPPORTS:
*
*
* ALLOCATING PROFILES:
* COLUMNS AND SKIDWAY:
*
* A-FRAME RESTING SUPPORTS
*
* HYDRAULIC CYLINDERS:
*
* A-FRAME STRUCTURE:
*
* LASHING RAIL UNDER LIFEBOAT:
*
* HYD. CYLINDERS ARE CONNECTED IN SPHAERIC BEARINGS,
* DO NOT CARRY ANY MOMENTS:
* A-FRAME HINGED, MOMENTS RELEASED IN LOCAL Z-AXIS:
*
*
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+08
POISSON 0.3
DENSITY 78.5
ALPHA 1.2e-05
END DEFINE MATERIAL
MEMBER PROPERTY EUROPEAN
2 TO 4 9 TO 12 17 TO 19 32 35 37 TO 40 47 TO 50 53 TO 57 60 TO 67 -
68 TABLE ST TUB2502508
MEMBER PROPERTY EUROPEAN
13 14 41 TO 46 UPTABLE 3 250X250X8X2
MEMBER PROPERTY EUROPEAN
5 TO 8 TABLE ST TUB2002008
20 21 TABLE ST PIPE OD 0.15 ID 0.125
1 15 16 22 TO 31 36 TABLE ST TUB30020012
MEMBER PROPERTY CHINESE
33 34 51 52 58 59 TABLE ST TUB25025010.0
CONSTANTS
BETA 120 MEMB 28 TO 31
MATERIAL STEEL ALL
MEMBER OFFSET
13 43 START 0 0 -0.125
41 46 END 0 0 -0.125
11 END 0 0 -0.25
14 44 START 0 0 0.125
42 45 END 0 0 0.125
12 END 0 0 0.25
13 END 0 0 -0.125
41 START 0 0 -0.125
14 END 0 0 0.125
42 START 0 0 0.125
43 END 0 0 -0.0352662
45 START 0 0 -0.0352662
44 END 0 0 0.0352662
46 START 0 0 0.0352662
SUPPORTS
40 41 50 51 56 57 FIXED
MEMBER RELEASE
24 25 END MZ
MEMBER TRUSS 
20 21
LOAD 7 LOADTYPE None  TITLE EVEN KEEL
SELFWEIGHT Y -1.1 
JOINT LOAD
27 FY -31
28 29 FY -18.6
LOAD 8 LOADTYPE None  TITLE -2/5
SELFWEIGHT X -0.038 
SELFWEIGHT Y -1.095 
SELFWEIGHT Z 0.096 
JOINT LOAD
27 FX -1.1 FY -30.9 FZ 2.7
28 29 FX -0.6 FY -16.9 FZ 1.5
LOAD 9 LOADTYPE None  TITLE 2/5
SELFWEIGHT X 0.038 
SELFWEIGHT Y -1.095 
SELFWEIGHT Z 0.096 
JOINT LOAD
27 FX 1.1 FY -30.9 FZ 2.7
28 29 FX 0.6 FY -16.9 FZ 1.5
PERFORM ANALYSIS PRINT STATICS CHECK
PARAMETER 1
CODE EN 1993-1-1:2005
NA 3 MEMB 1 TO 55 63 64
TRACK 2 ALL
PY 490000 ALL
BEAM 3 ALL
GM0 1 ALL
GM1 1 ALL
GM2 1 ALL
RATIO 0.222222 ALL
STEEL TAKE OFF ALL
CHECK CODE ALL
FINISH
FINISH
