STAAD SPACE HEATING SKID LIFTING
START JOB INFORMATION
JOB NAME NATURAL GAS PRESSURE & HEATING REGULATION SYSTEM FOR BOILERS 1, 2 & -
3AT VASILIKOS POWER STATION
JOB CLIENT ELECTRICITY AUTHORITY OF CYPRUS
JOB NO 17795 SK-02
JOB REV 0
JOB PART LIFTING
ENGINEER NAME KOURSARIS A.
CHECKER NAME BRATIS G.
APPROVED NAME GARBIS V.
ENGINEER DATE 11-Oct-21
END JOB INFORMATION
INPUT WIDTH 79
<# START DO NOT EDIT
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 2.048 0 0; 3 2.048 0 6.09; 4 0 0 0.86; 5 2.048 0 0.86; 6 0 0 1.85;
7 2.048 0 1.85; 8 0 0 3.08; 9 2.048 0 3.08; 10 0 0 4.32; 11 2.048 0 4.32;
12 0.424 0 0; 13 0.424 0.59 0; 14 0.674 0.59 0; 15 0.174 0.59 0; 16 1.624 0 0;
17 1.624 0.59 0; 18 1.374 0.59 0; 19 1.874 0.59 0; 20 0.424 0 3.08;
21 0.424 0.59 3.08; 22 0.174 0.59 3.08; 23 0.674 0.59 3.08; 24 1.374 0.59 3.08;
25 1.874 0.59 3.08; 26 1.624 0 3.08; 27 1.624 0.59 3.08; 28 0.424 0 4.32;
29 0.424 0.59 4.32; 30 0.174 0.59 4.32; 31 0.674 0.59 4.32; 32 1.374 0.59 4.32;
33 1.874 0.59 4.32; 34 1.624 0 4.32; 35 1.624 0.59 4.32; 36 1.374 0.59 6.09;
37 1.874 0.59 6.09; 38 1.624 0 6.09; 39 1.624 0.59 6.09; 40 0 0 0.509;
41 0 3.287 0.509; 42 0.1 3.287 0.509; 43 -0.1 3.287 0.509; 44 1.024 0 0.86;
45 1.024 1.587 0.86; 46 0.274 1.587 0.86; 47 1.774 1.587 0.86;
48 1.024 3.287 0.86; 49 0.924 3.287 0.86; 50 1.124 3.287 0.86; 51 0.821 0 4.32;
52 0.821 0 6.09; 53 0.821 0 5.122; 54 0.821 0.888 5.122; 55 0.821 0.888 5.372;
56 0 0 4.641; 57 0 1.69 4.641; 58 0 1.69 6.09; 59 0 1.53 4.641; 60 0 1.53 6.09;
61 0 0.99 4.641; 62 0 0.99 6.09; 63 0 0.83 4.641; 64 0 0.83 6.09;
65 0 0.67 4.641; 66 0 0.67 6.09; 67 2.048 0 0.6488; 68 2.048 0.125 0.6488;
69 0 0 0.6488; 70 0 0.125 0.6488; 71 2.048 0 4.9351; 72 2.048 0.125 4.9351;
73 0 0 4.9351; 74 0 0.125 4.9351; 75 0 0 6.09; 76 0.212 0 0; 77 0.824 0 0;
78 1.224 0 0; 79 1.836 0 0; 80 2.048 0 0.3244; 81 2.048 0 1.19;
82 2.048 0 1.52; 83 2.048 0 2.1575; 84 2.048 0 2.465; 85 2.048 0 2.7725;
86 2.048 0 3.39; 87 2.048 0 3.7; 88 2.048 0 4.01; 89 2.048 0 4.62755;
90 2.048 0 5.32007; 91 2.048 0 5.70503; 92 0.341333 0 0.86; 93 0.682667 0 0.86;
94 1.36533 0 0.86; 95 1.70667 0 0.86; 96 0.4096 0 1.85; 97 0.8192 0 1.85;
98 1.2288 0 1.85; 99 1.6384 0 1.85; 100 0.212 0 3.08; 101 0.824 0 3.08;
102 1.224 0 3.08; 103 1.836 0 3.08; 104 0.212 0 4.32; 105 1.2225 0 4.32;
106 1.836 0 4.32; 107 0 0 0.2545; 108 0 0 1.19; 109 0 0 1.52; 110 0 0 2.1575;
111 0 0 2.465; 112 0 0 2.7725; 113 0 0 3.39; 114 0 0 3.7; 115 0 0 4.01;
116 0 0 5.32007; 117 0 0 5.70503; 118 0.273667 0 6.09; 119 0.547333 0 6.09;
120 1.2225 0 6.09; 121 1.836 0 6.09;
MEMBER INCIDENCES
7 12 13; 8 15 13; 9 16 17; 10 18 17; 11 20 21; 12 22 21; 13 24 27; 14 26 27;
15 28 29; 16 30 29; 17 32 35; 18 34 35; 19 36 39; 20 38 39; 21 40 41; 22 43 41;
23 44 45; 24 47 45; 25 45 48; 26 49 48; 27 51 53; 28 53 54; 29 54 55; 30 56 65;
31 57 58; 32 59 60; 33 61 62; 34 63 64; 35 65 66; 36 67 68; 37 69 70; 38 71 72;
39 73 74; 42 75 66; 45 67 5; 54 28 51; 57 13 14; 58 17 19; 59 21 23; 60 27 25;
61 29 31; 62 35 33; 63 39 37; 64 41 42; 65 45 46; 66 48 50; 67 53 52; 68 65 63;
69 63 61; 70 61 59; 71 59 57; 72 40 69; 73 69 4; 77 10 56; 78 56 73; 82 66 64;
83 64 62; 84 62 60; 85 60 58; 86 1 76; 87 2 80; 88 4 92; 89 6 96; 90 8 100;
91 10 104; 92 1 107; 93 75 118; 94 76 12; 95 12 77; 96 77 78; 97 78 16;
98 16 79; 99 79 2; 100 80 67; 101 5 81; 102 81 82; 103 82 7; 104 7 83;
105 83 84; 106 84 85; 107 85 9; 108 9 86; 109 86 87; 110 87 88; 111 88 11;
112 11 89; 113 89 71; 114 71 90; 115 90 91; 116 91 3; 117 92 93; 118 93 44;
119 44 94; 120 94 95; 121 95 5; 122 96 97; 123 97 98; 124 98 99; 125 99 7;
126 100 20; 127 20 101; 128 101 102; 129 102 26; 130 26 103; 131 103 9;
132 104 28; 133 51 105; 134 105 34; 135 34 106; 136 106 11; 137 107 40;
138 4 108; 139 108 109; 140 109 6; 141 6 110; 142 110 111; 143 111 112;
144 112 8; 145 8 113; 146 113 114; 147 114 115; 148 115 10; 149 73 116;
150 116 117; 151 117 75; 152 118 119; 153 119 52; 154 52 120; 155 120 38;
156 38 121; 157 121 3;
DEFINE PMEMBER
86 94 TO 99 PMEMBER 1
87 100 45 101 TO 116 PMEMBER 2
88 117 TO 121 PMEMBER 5
89 122 TO 125 PMEMBER 6
90 126 TO 131 PMEMBER 7
91 132 54 133 TO 136 PMEMBER 8
7 PMEMBER 9
8 57 PMEMBER 10
9 PMEMBER 11
10 58 PMEMBER 12
11 PMEMBER 13
12 59 PMEMBER 14
13 60 PMEMBER 15
14 PMEMBER 16
15 PMEMBER 17
16 61 PMEMBER 18
17 62 PMEMBER 19
18 PMEMBER 20
19 63 PMEMBER 21
20 PMEMBER 22
21 PMEMBER 23
22 64 PMEMBER 24
23 PMEMBER 25
24 65 PMEMBER 26
25 PMEMBER 27
26 66 PMEMBER 29
27 67 PMEMBER 30
28 PMEMBER 31
29 PMEMBER 32
30 68 TO 71 PMEMBER 33
31 PMEMBER 35
32 PMEMBER 36
33 PMEMBER 37
34 PMEMBER 38
35 PMEMBER 39
36 PMEMBER 40
37 PMEMBER 41
38 PMEMBER 42
39 PMEMBER 43
92 137 72 73 138 TO 148 77 78 149 TO 151 PMEMBER 44
93 152 TO 157 PMEMBER 45
42 82 TO 85 PMEMBER 46
DEFINE MATERIAL START
ISOTROPIC STEEL_275_NMM2
E 2.05e+08
POISSON 0.3
DENSITY 77
ALPHA 1.2e-05
DAMP 0.03
G 7.88462e+07
TYPE STEEL
STRENGTH FY 275000 FU 410000 RY 1.5 RT 1.2
END DEFINE MATERIAL
PMEMBER PROPERTY EUROPEAN
1 2 5 TO 8 44 45 TABLE ST HE160B
9 TO 27 29 TABLE ST HE160AA
30 TO 32 35 TO 39 TABLE ST L60X60X6
33 46 TABLE ST UPN100
40 TO 43 TABLE ST U50X25
PMEMBER CONSTANTS
BETA 225 LIST 30 31
BETA 315 LIST 32 35 TO 39
BETA 180 LIST 33
MATERIAL STEEL_275_NMM2 ALL
SUPPORTS
1 TO 3 75 PINNED
4 5 FIXED BUT FX FZ MX MY MZ KFY 441.267
6 7 FIXED BUT FX FZ MX MY MZ KFY 523.55
8 9 FIXED BUT FX FZ MX MY MZ KFY 414.75
10 FIXED BUT FX FZ MX MY MZ KFY 421.5
11 FIXED BUT FX FZ MX MY MZ KFY 414.775
12 16 20 26 FIXED BUT FX FZ MX MY MZ KFY 306
28 FIXED BUT FX FZ MX MY MZ KFY 304.5
34 38 FIXED BUT FX FZ MX MY MZ KFY 306.75
40 FIXED BUT FX FZ MX MY MZ KFY 197.15
44 92 TO 95 FIXED BUT FX FZ MX MY MZ KFY 341.333
51 FIXED BUT FX FZ MX MY MZ KFY 399.25
52 FIXED BUT FX FZ MX MY MZ KFY 337.583
56 89 FIXED BUT FX FZ MX MY MZ KFY 307.55
67 FIXED BUT FX FZ MX MY MZ KFY 267.8
69 FIXED BUT FX FZ MX MY MZ KFY 175.5
71 FIXED BUT FX FZ MX MY MZ KFY 346.258
73 FIXED BUT FX FZ MX MY MZ KFY 339.533
76 79 100 103 104 106 121 FIXED BUT FX FZ MX MY MZ KFY 212
77 78 101 102 FIXED BUT FX FZ MX MY MZ KFY 400
80 FIXED BUT FX FZ MX MY MZ KFY 324.4
81 82 108 109 FIXED BUT FX FZ MX MY MZ KFY 330
83 TO 85 110 TO 112 FIXED BUT FX FZ MX MY MZ KFY 307.5
86 TO 88 113 TO 115 FIXED BUT FX FZ MX MY MZ KFY 310
90 91 116 117 FIXED BUT FX FZ MX MY MZ KFY 384.967
96 TO 99 FIXED BUT FX FZ MX MY MZ KFY 409.6
105 120 FIXED BUT FX FZ MX MY MZ KFY 401.5
107 FIXED BUT FX FZ MX MY MZ KFY 254.5
118 119 FIXED BUT FX FZ MX MY MZ KFY 273.667
SPRING COMPRESSION
4 TO 12 16 20 26 28 34 38 40 44 51 52 56 67 69 71 73 76 TO 121 KFY
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE LOAD GROUP 1 MASS
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
END DEFINE REFERENCE LOADS
DEFINE WIND LOAD
TYPE 1 WINDLOAD DEF 1
<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
ASCE-7-2016:PARAMS 24.000 M/SEC 0.000 M 4 1 1 0 0.000 M 0.000 M 0.000 M 0 0 -
3.577 M 6.250 M 0.152 M 0.600 2.000 0.010 0 0 0 0 0 0.575 1.000 1.000 0.850 -
1.000 0 0 0 0 0.885 1.600 0.000
!> END GENERATED DATA BLOCK
INT 0.244336 0.244336 HEIG  0  4.572
LOAD 1 LOADTYPE Dead  TITLE LOAD CASE 1 SELF WEIGHT
SELFWEIGHT Y -1 
LOAD 2 LOADTYPE Dead  TITLE LOAD CASE 2 PIPING ELEMENTS
JOINT LOAD
41 48 FY -1.05
13 17 FY -3.635
21 27 FY -7.985
29 35 FY -6.23
39 FY -1.88
PMEMBER LOAD
26 CON GY -1.445 0.375
26 CON GY -1.445 1.125
32 CON GY -0.176 0.125
35 TO 39 CON GY -0.015 0.2415
35 36 CON GY -0.015 0.2415
35 TO 39 CON GY -0.015 0.725
35 36 CON GY -0.015 0.725
35 TO 38 CON GY -0.015 1.208
LOAD 3 LOADTYPE Wind  TITLE LOAD CASE 3 WIND X
WIND LOAD X 1 TYPE 1
LOAD 4 LOADTYPE Wind  TITLE LOAD CASE 4 WIND -X
WIND LOAD X -1 TYPE 1 OPEN
LOAD 5 LOADTYPE Wind  TITLE LOAD CASE 5 WIND Z
WIND LOAD Z 1 TYPE 1 OPEN
LOAD 6 LOADTYPE Wind  TITLE LOAD CASE 6 WIND -Z
WIND LOAD Z -1 TYPE 1 OPEN
LOAD 7 LOADTYPE None  TITLE LOAD CASE 7 SEISMIC X
SPECTRUM SRSS EURO 2004 ELASTIC RS1 X 1 ACC DAMP 0.05 LIN SAVE
SOIL TYPE A ALPHA 0.25 Q 1
LOAD 8 LOADTYPE None  TITLE LOAD CASE 8 SEISMIC -X
SPECTRUM SRSS EURO 2004 ELASTIC RS1 X -1 ACC DAMP 0.05 LIN SAVE
SOIL TYPE A ALPHA 0.25 Q 1
LOAD 9 LOADTYPE None  TITLE LOAD CASE 9 SEISMIC Z
SPECTRUM SRSS EURO 2004 ELASTIC RS1 Z 1 ACC DAMP 0.05 LIN SAVE
SOIL TYPE A ALPHA 0.25 Q 1
LOAD 10 LOADTYPE None  TITLE LOAD CASE 10 SEISMIC -Z
SPECTRUM SRSS EURO 2004 ELASTIC RS1 Z -1 ACC DAMP 0.05 LIN SAVE
SOIL TYPE A ALPHA 0.25 Q 1
LOAD COMB 1001 1.4 DEAD + 1.4 DEAD
1 1.4 2 1.4 
LOAD COMB 1002 1.2 DEAD + 1.2 DEAD
1 1.2 2 1.2 
LOAD COMB 1003 1.2 DEAD + 1.2 DEAD + 0.8 WIND 1
1 1.2 2 1.2 3 0.8 
LOAD COMB 1004 1.2 DEAD + 1.2 DEAD + 0.8 WIND 2
1 1.2 2 1.2 4 0.8 
LOAD COMB 1005 1.2 DEAD + 1.2 DEAD + 0.8 WIND 3
1 1.2 2 1.2 5 0.8 
LOAD COMB 1006 1.2 DEAD + 1.2 DEAD + 0.8 WIND 4
1 1.2 2 1.2 6 0.8 
LOAD COMB 1007 1.2 DEAD + 1.2 DEAD + 1.3 WIND 1
1 1.2 2 1.2 3 1.3 
LOAD COMB 1008 1.2 DEAD + 1.2 DEAD + 1.3 WIND 2
1 1.2 2 1.2 4 1.3 
LOAD COMB 1009 1.2 DEAD + 1.2 DEAD + 1.3 WIND 3
1 1.2 2 1.2 5 1.3 
LOAD COMB 1010 1.2 DEAD + 1.2 DEAD + 1.3 WIND 4
1 1.2 2 1.2 6 1.3 
LOAD COMB 1011 0.9 DEAD + 0.9 DEAD
1 0.9 2 0.9 
LOAD COMB 1012 0.9 DEAD + 0.9 DEAD + 1.3 WIND 1
1 0.9 2 0.9 3 1.3 
LOAD COMB 1013 0.9 DEAD + 0.9 DEAD + 1.3 WIND 2
1 0.9 2 0.9 4 1.3 
LOAD COMB 1014 0.9 DEAD + 0.9 DEAD + 1.3 WIND 3
1 0.9 2 0.9 5 1.3 
LOAD COMB 1015 0.9 DEAD + 0.9 DEAD + 1.3 WIND 4
1 0.9 2 0.9 6 1.3 
LOAD COMB 1016 0.9 DEAD + 0.9 DEAD + -1.3 WIND 1
1 0.9 2 0.9 3 -1.3 
LOAD COMB 1017 0.9 DEAD + 0.9 DEAD + -1.3 WIND 2
1 0.9 2 0.9 4 -1.3 
LOAD COMB 1018 0.9 DEAD + 0.9 DEAD + -1.3 WIND 3
1 0.9 2 0.9 5 -1.3 
LOAD COMB 1019 0.9 DEAD + 0.9 DEAD + -1.3 WIND 4
1 0.9 2 0.9 6 -1.3 
LOAD COMB 1020 1 DEAD + 1 DEAD +1 SEISMIC X
1 1.0 2 1.0 7 1.0 
LOAD COMB 1021 1 DEAD + 1 DEAD + 1 SEISMIC -X
1 1.0 2 1.0 8 -1.0 
LOAD COMB 1022 1 DEAD + 1 DEAD + 1 SEISMIC Z
1 1.0 2 1.0 9 1.0 
LOAD COMB 1023 1 DEAD + 1 DEAD + 1 SEISMIC -Z
1 1.0 2 1.0 10 -1.0 
LOAD COMB 1024 1.2 DEAD + 1.2 DEAD +1.3 SEISMIC X
1 1.2 2 1.2 7 1.3 
LOAD COMB 1025 1.2 DEAD + 1.2 DEAD +1.3 SEISMIC -X
1 1.2 2 1.2 8 -1.3 
LOAD COMB 1026 1.2 DEAD + 1.2 DEAD + 1.3 SEISMIC Z
1 1.2 2 1.2 9 1.3 
LOAD COMB 1027 1.2 DEAD + 1.2 DEAD + 1.3 SEISMIC -Z
1 1.2 2 1.2 10 -1.3 
PERFORM ANALYSIS
#> END DO NOT EDIT
PARAMETER 1
CODE EN 1993-1-1:2005
CHECK CODE ALL
FINISH
