STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Feb-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT MMS KN
JOINT COORDINATES
1 0 0 0; 2 0 0 2640.01; 3 3000.01 0 0; 4 3000.01 0 2640.01; 5 0 2300 80.0002;
6 0 2300 900.002; 7 0 2300 1700; 8 0 2300 2560.01; 9 3000.01 2300 80.0002;
10 3000.01 2300 900.002; 11 3000.01 2300 1700; 12 3000.01 2300 2560.01;
13 0 2330 80.0002; 14 0 2335 490.001; 15 3000.01 2340 80.0002;
16 3000.01 2340 490.001; 17 3000.01 2340 900.002; 18 0 2340 900.002;
19 0 2340 1700; 20 0 2340 2130.01; 21 0 2340 2560.01; 22 3000.01 2340 1700;
23 3000.01 2340 2130.01; 24 3000.01 2340 2560.01; 25 0 2640.01 80.0002;
26 0 2640.01 490.001; 27 0 2640.01 900.002; 28 0 2640.01 1700;
29 0 2640.01 2130.01; 30 0 2640.01 2560.01; 31 3000.01 2640.01 80.0002;
32 3000.01 2640.01 490.001; 33 3000.01 2640.01 900.002;
34 3000.01 2640.01 1700; 35 3000.01 2640.01 2130.01;
36 3000.01 2640.01 2560.01; 37 0 2940.01 80.0002; 38 0 2940.01 490.001;
39 0 2940.01 900.002; 40 0 2940.01 1700; 41 0 2940.01 2130.01;
42 0 2940.01 2560.01; 43 3000.01 2940.01 80.0002; 44 3000.01 2940.01 490.001;
45 3000.01 2940.01 900.002; 46 3000.01 2940.01 1700;
47 3000.01 2940.01 2130.01; 48 3000.01 2940.01 2560.01; 49 0 3299.77 0;
50 0 3299.77 80.0002; 51 0 3299.77 900.002; 52 0 3299.77 1700;
53 0 3299.77 2560.01; 54 0 3299.77 2640.01; 55 3000.01 3300.01 0;
57 3000.01 3300.01 900.002; 58 3000.01 3300.01 1700;
59 3000.01 3300.01 2560.01; 60 3000.01 3300.01 2640.01;
61 3000.01 3300.01 80.005;
MEMBER INCIDENCES
1 49 1; 2 54 2; 3 3 55; 4 4 60; 5 13 5; 6 18 6; 7 7 19; 8 8 21; 9 15 9;
10 17 10; 11 11 22; 12 12 24; 13 13 14; 14 14 18; 15 14 16; 16 19 20; 17 20 21;
18 23 20; 19 15 16; 20 16 17; 21 22 23; 22 23 24; 23 13 25; 24 18 27; 25 19 28;
26 21 30; 27 31 15; 28 17 33; 29 22 34; 30 24 36; 31 26 25; 32 27 26; 33 28 29;
34 29 30; 35 32 26; 36 35 29; 37 32 31; 38 33 32; 39 35 34; 40 36 35; 41 25 37;
42 27 39; 43 28 40; 44 30 42; 45 43 31; 46 33 45; 47 34 46; 48 36 48; 49 37 38;
50 38 39; 51 40 41; 52 41 42; 53 44 38; 54 47 41; 55 43 44; 56 44 45; 57 46 47;
58 47 48; 59 37 50; 60 39 51; 61 40 52; 62 42 53; 63 61 43; 64 45 57; 65 46 58;
66 48 59; 67 49 50; 68 50 51; 69 51 52; 70 52 53; 71 53 54; 72 49 55; 73 54 60;
74 61 55; 75 61 57; 76 57 58; 77 58 59; 78 59 60;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 199.947
POISSON 0.3
DENSITY 7.68191e-08
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_235_NMM2
E 204.999
POISSON 0.3
DENSITY 7.69995e-08
ALPHA 6.66667e-06
DAMP 0.03
G 78.8458
TYPE STEEL
STRENGTH FY 0.235 FU 0.36 RY 1 RT 1
ISOTROPIC STEEL_450_NMM2
E 204.999
POISSON 0.3
DENSITY 7.69995e-08
ALPHA 6.66667e-06
DAMP 0.03
G 78.8458
TYPE STEEL
STRENGTH FY 0.44 FU 0.55 RY 1 RT 1
ISOTROPIC STEEL_275_NMM2
E 204.999
POISSON 0.3
DENSITY 7.69995e-08
ALPHA 6.66667e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 0.274999 FU 0.409998 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY
15 18 35 36 53 54 PRIS YD 1.2 ZD 800
MEMBER PROPERTY BRITISH
1 TO 4 67 TO 78 TABLE ST TUB1001005.0
5 TO 12 23 TO 30 41 TO 48 59 TO 66 TABLE ST PIP213.2
13 14 16 17 19 TO 22 31 TO 34 37 TO 40 49 TO 52 55 TO 58 TABLE ST UA100X100X10
CONSTANTS
BETA 45 MEMB 19 TO 22 31 32 55 TO 58
BETA 315 MEMB 13 14 16 17 33 34 37 TO 40 49 TO 52
MATERIAL STEEL_275_NMM2 ALL
SUPPORTS
1 TO 4 FIXED
LOAD 1 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
MEMBER LOAD
15 18 35 36 53 54 UNI GY -1
LOAD COMB 2 COMBINATION LOAD CASE 2
1 1.35 
PERFORM ANALYSIS
LOAD LIST 1
LOAD LIST 1
PERFORM ANALYSIS
DEFINE ENVELOPE
1 ENVELOPE 1
END DEFINE ENVELOPE
PARAMETER 1
CODE EN 1993-1-1:2005
SGR 1 ALL
FINISH
