STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Jun-14
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
3 0 0 16; 4 6.7 0 16; 5 6.7 0 12; 6 10.7 0 12; 7 0 0 4; 8 0 0 8; 9 0 0 12;
10 10.7 0 4; 11 10.7 0 8; 13 0 3.6 16; 14 6.7 3.6 16; 15 6.7 3.6 12;
16 10.7 3.6 12; 17 0 3.6 4; 18 0 3.6 8; 19 0 3.6 12; 20 10.7 3.6 4;
21 10.7 3.6 8; 23 0 7.2 16; 24 6.7 7.2 16; 25 6.7 7.2 12; 26 10.7 7.2 12;
27 0 7.2 4; 28 0 7.2 8; 29 0 7.2 12; 30 10.7 7.2 4; 31 10.7 7.2 8;
32 0 10.8 16; 33 6.7 10.8 16; 34 6.7 10.8 12; 35 10.7 10.8 12; 36 0 10.8 4;
37 0 10.8 8; 38 0 10.8 12; 39 10.7 10.8 4; 40 10.7 10.8 8; 41 0 14.4 16;
42 6.7 14.4 16; 43 6.7 14.4 12; 44 10.7 14.4 12; 45 0 14.4 4; 46 0 14.4 8;
47 0 14.4 12; 48 10.7 14.4 4; 49 10.7 14.4 8;
MEMBER INCIDENCES
1 3 13; 2 4 14; 3 5 15; 4 6 16; 5 7 17; 6 8 18; 7 9 19; 8 10 20; 9 11 21;
10 17 18; 11 18 19; 12 19 13; 13 13 14; 14 15 14; 15 15 16; 16 21 16; 17 20 21;
18 17 20; 19 18 21; 20 19 15; 21 13 23; 22 14 24; 23 15 25; 24 16 26; 25 17 27;
26 18 28; 27 19 29; 28 20 30; 29 21 31; 30 27 28; 31 28 29; 32 29 23; 33 23 24;
34 25 24; 35 25 26; 36 31 26; 37 30 31; 38 27 30; 39 28 31; 40 29 25; 41 23 32;
42 24 33; 43 25 34; 44 26 35; 45 27 36; 46 28 37; 47 29 38; 48 30 39; 49 31 40;
50 36 37; 51 37 38; 52 38 32; 53 32 33; 54 34 33; 55 34 35; 56 40 35; 57 39 40;
58 36 39; 59 37 40; 60 38 34; 61 32 41; 62 33 42; 63 34 43; 64 35 44; 65 36 45;
66 37 46; 67 38 47; 68 39 48; 69 40 49; 70 45 46; 71 46 47; 72 47 41; 73 41 42;
74 43 42; 75 43 44; 76 49 44; 77 48 49; 78 45 48; 79 46 49; 80 47 43;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 2.05e+008
POISSON 0.3
DENSITY 76.8195
ALPHA 1.2e-005
DAMP 0.03
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
1 TO 9 21 TO 29 41 TO 49 61 TO 69 TABLE D ISMB450 SP 0.1
10 TO 20 30 TO 40 50 TO 60 70 TO 80 TABLE ST ISMB600
CONSTANTS
MATERIAL STEEL ALL
SUPPORTS
3 TO 11 FIXED
DEFINE 1893 ACCIDENTAL LOAD
ZONE 0.16 RF 5 I 1 SS 1 ST 2 DM 5
JOINT WEIGHT
3 WEIGHT 2.553
4 WEIGHT 2.553
5 WEIGHT 2.553
6 WEIGHT 2.553
7 WEIGHT 2.553
8 WEIGHT 2.553
9 WEIGHT 2.553
10 WEIGHT 2.553
11 WEIGHT 2.553
13 WEIGHT 155.374
14 WEIGHT 159.909
15 WEIGHT 237.866
16 WEIGHT 85.974
17 WEIGHT 206.367
18 WEIGHT 161.125
19 WEIGHT 193.722
20 WEIGHT 205.548
21 WEIGHT 167.977
23 WEIGHT 156.086
24 WEIGHT 159.909
25 WEIGHT 234.809
26 WEIGHT 88.677
27 WEIGHT 206.814
28 WEIGHT 160.889
29 WEIGHT 193.78
30 WEIGHT 206.175
31 WEIGHT 166.724
32 WEIGHT 156.228
33 WEIGHT 159.909
34 WEIGHT 233.769
35 WEIGHT 89.362
36 WEIGHT 206.892
37 WEIGHT 160.843
38 WEIGHT 194.073
39 WEIGHT 206.287
40 WEIGHT 166.501
41 WEIGHT 151.684
42 WEIGHT 157.356
43 WEIGHT 241.615
44 WEIGHT 78.473
45 WEIGHT 203.123
46 WEIGHT 158.947
47 WEIGHT 190.298
48 WEIGHT 202.022
49 WEIGHT 167.372
LOAD 1 EQX
1893 LOAD X 1
LOAD 2 EQZ
1893 LOAD X 1
LOAD 3 LOADTYPE None  TITLE DL
SELFWEIGHT Y -1 LIST 1 TO 80
MEMBER LOAD
15 18 TO 20 35 38 TO 40 55 58 TO 60 75 78 TO 80 UNI GY -10
13 20 33 40 53 60 73 80 UNI GY -8.8
12 14 32 34 52 54 72 74 UNI GY -6.67
10 TO 18 30 TO 38 50 TO 58 70 TO 78 UNI GY -15.73
LOAD 4 LOADTYPE None  TITLE LL
MEMBER LOAD
15 18 TO 20 35 38 TO 40 55 58 TO 60 75 78 TO 80 UNI GY -10
13 20 33 40 53 60 73 80 UNI GY -8.8
12 14 32 34 52 54 72 74 UNI GY -6.67
LOAD 5 LOADTYPE None  TITLE WL + X
MEMBER LOAD
61 65 TO 67 UNI GX 1.6
1 5 TO 7 21 25 TO 27 41 45 TO 47 UNI GX 1.36
70 TO 80 UNI GY 9.3
62 TO 64 68 69 UNI GX 0.86
2 TO 4 8 9 16 22 TO 24 28 29 42 TO 44 48 49 UNI GX 0.755
LOAD 6 LOADTYPE None  TITLE WL -X
MEMBER LOAD
61 65 TO 67 UNI GX -0.86
1 5 TO 7 21 25 TO 27 41 45 TO 47 UNI GX -0.755
LOAD 7 LOADTYPE None  TITLE WL +Z
MEMBER LOAD
65 68 UNI GZ 3.6
5 8 25 28 45 48 UNI GZ 3.2
61 62 64 UNI GZ 0.46
1 2 4 16 21 22 24 41 42 44 UNI GZ 0.405
70 TO 80 UNI GY 10.12
LOAD 8 LOADTYPE None  TITLE WL -Z
MEMBER LOAD
65 68 UNI GZ -4.1
5 8 25 28 45 48 UNI GZ -3.6
LOAD COMB 9 DL + LL
3 1.5 4 1.5 
LOAD COMB 10 DL + LL + EQX
3 1.2 4 1.2 1 0.8 
LOAD COMB 11 DL + LL -EQX
3 1.2 4 1.2 1 -0.8 
LOAD COMB 12 DL + LL + EQZ
3 1.2 4 1.2 2 0.8 
LOAD COMB 13 DL + LL -EQZ
3 1.2 4 1.2 2 -0.8 
LOAD COMB 14 DL + LL + WLX+
3 1.2 4 1.2 5 0.8 
LOAD COMB 15 DL + LL - WLX
3 1.2 4 1.2 6 0.8 
LOAD COMB 16 DL + LL + WLZ
3 1.2 4 1.2 7 0.8 
LOAD COMB 17 DL + LL + WL-Z
3 1.2 4 1.2 8 0.8 
LOAD COMB 18 DL + EQX
3 1.5 1 1.5 
LOAD COMB 19 DL + EQZ
3 1.5 2 1.5 
LOAD COMB 20 DL + WLX
3 1.5 5 1.5 
LOAD COMB 21 DL + WLZ
3 1.5 7 1.5 
PERFORM ANALYSIS
LOAD LIST 9 TO 21
PARAMETER 1
CODE IS800 LSD
BEAM 1 ALL
DFF 325 ALL
FYLD 250000 ALL
KY 0.65 ALL
KZ 0.65 ALL
MAIN 180 ALL
TRACK 0 ALL
UNL 1 ALL
CHECK CODE ALL
PARAMETER 2
CODE IS800 LSD
STEEL MEMBER TAKE OFF LIST 1 TO 80
PERFORM ANALYSIS
FINISH
