STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 03-Aug-18
END JOB INFORMATION
INPUT WIDTH 79
SET NL 5
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 0 4.5 0; 3 0 9 0; 5 10 0 0; 6 10 4.5 0; 7 10 9 0; 17 0 0 6;
18 0 4.5 6; 19 0 9 6; 20 10 0 6; 21 10 4.5 6; 22 10 9 6; 23 2.5 4.5 6;
24 5 4.5 6; 25 7.5 4.5 6; 26 2.5 4.5 0; 27 5 4.5 0; 28 7.5 4.5 0; 29 2.5 9 0;
30 5 9 0; 31 7.5 9 0; 32 2.5 9 6; 33 5 9 6; 34 7.5 9 6; 35 0 9 3.00001;
36 2.5 9 3.00001; 37 5 9 3.00001; 38 7.5 9 3.00001; 39 10 9 3.00001; 40 2 0 0;
41 2 0 2; 42 0 0 2; 43 4 0 0; 44 4 0 2; 45 6 0 0; 46 6 0 2; 47 8 0 0; 48 8 0 2;
49 10 0 2; 50 2 0 4; 51 0 0 4; 52 4 0 4; 53 6 0 4; 54 8 0 4; 55 10 0 4;
56 2 0 6; 57 4 0 6; 58 6 0 6; 59 8 0 6;
MEMBER INCIDENCES
1 1 2; 2 2 3; 4 2 26; 5 3 29; 7 5 6; 8 6 7; 23 3 35; 24 6 21; 25 7 39;
30 17 18; 31 18 19; 32 18 23; 33 19 32; 34 20 21; 35 21 22; 36 23 24; 37 24 25;
38 25 21; 39 26 27; 40 27 28; 41 28 6; 42 29 30; 43 30 31; 44 31 7; 45 32 33;
46 33 34; 47 34 22; 48 23 26; 49 24 27; 50 25 28; 51 32 36; 52 33 37; 53 34 38;
54 35 19; 55 36 29; 56 35 36; 57 37 30; 58 36 37; 59 38 31; 60 37 38; 61 39 22;
62 38 39;
ELEMENT INCIDENCES SHELL
64 1 40 41 42; 65 40 43 44 41; 66 43 45 46 44; 67 45 47 48 46; 68 47 5 49 48;
69 42 41 50 51; 70 41 44 52 50; 71 44 46 53 52; 72 46 48 54 53; 73 48 49 55 54;
74 51 50 56 17; 75 50 52 57 56; 76 52 53 58 57; 77 53 54 59 58; 78 54 55 20 59;
ELEMENT PROPERTY
64 TO 78 THICKNESS 0.3
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
ISOTROPIC CONCRETE
E 2.17184e+07
POISSON 0.17
DENSITY 23.5615
ALPHA 5.5e-06
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27578.9
END DEFINE MATERIAL
CONSTANTS
MATERIAL STEEL MEMB 1 2 4 5 7 8 23 TO 25 30 TO 62
MATERIAL CONCRETE MEMB 64 TO 78
MEMBER PROPERTY CHINESE
1 2 7 8 30 31 34 35 TABLE ST HW400X408
23 TO 25 48 TO 55 57 59 61 TABLE ST HN300X150
MEMBER PROPERTY AMERICAN
4 5 32 33 36 TO 47 56 58 60 62 TABLE ST W12X65
SUPPORTS
64 TO 78 PLATE MAT DIRECT ALL SUBGRADE 200 150 100 PRINT
DEFINE GB50011  LOAD
INTENSITY 7 FREQUENT GROUP 2 SCLASS 3
SELFWEIGHT 1.2 
JOINT WEIGHT
2 3 6 7 18 19 21 TO 39 WEIGHT 10
LOAD 1 LOADTYPE Seismic  TITLE SEISMIC X
GB50011 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE SEISMIC Z
GB50011 LOAD Z 1
PERFORM ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 3 LOADTYPE Seismic  TITLE Y SEISMIC
JOINT LOAD
2 FY 0.689382
6 FY 0.730676
18 FY 0.689382
21 FY 0.730676
23 FY 0.446779
24 FY 0.446779
25 FY 0.446779
26 FY 0.446779
27 FY 0.446779
28 FY 0.446779
3 FY 1.3455
7 FY 1.3455
19 FY 1.3455
22 FY 1.3455
29 FY 1.05071
30 FY 1.05071
31 FY 1.05071
32 FY 1.05071
33 FY 1.05071
34 FY 1.05071
35 FY 0.990485
36 FY 1.10118
37 FY 1.10118
38 FY 1.10118
39 FY 0.990485
LOAD 4 1.3EX+0.5EY
REPEAT LOAD
1 1.3 3 0.5 
LOAD 5 0.5EX+1.3EY
REPEAT LOAD
1 0.5 3 1.3 
PERFORM ANALYSIS
FINISH
