STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Dec-21
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 1.5 0; 2 4.5 1.5 0; 3 9 1.5 0; 4 0 1.5 5; 5 4.5 1.5 5; 6 9 1.5 5;
7 0 1.5 10; 8 4.5 1.5 10; 9 9 1.5 10; 10 0 0 0; 11 4.5 0 0; 12 9 0 0; 13 0 0 5;
14 4.5 0 5; 15 9 0 5; 16 0 0 10; 17 4.5 0 10; 18 9 0 10; 19 0 5 0; 20 4.5 5 0;
21 9 5 0; 22 0 5 5; 23 4.5 5 5; 24 9 5 5; 25 0 5 10; 26 4.5 5 10; 27 9 5 10;
28 0 8.5 0; 29 4.5 8.5 0; 30 9 8.5 0; 31 0 8.5 5; 32 4.5 8.5 5; 33 9 8.5 5;
34 0 8.5 10; 35 4.5 8.5 10; 36 9 8.5 10; 37 4.5 5 3.8; 38 9 5 3.8; 39 0 5 11.5;
40 4.5 5 11.5; 41 9 5 11.5;
MEMBER INCIDENCES
1 1 2; 2 2 3; 3 1 4; 4 2 5; 5 3 6; 6 4 7; 7 5 8; 8 6 9; 9 4 5; 10 5 6; 11 7 8;
12 8 9; 13 10 1; 14 11 2; 15 12 3; 16 13 4; 17 14 5; 18 15 6; 19 16 7; 20 17 8;
21 18 9; 22 1 19; 23 2 20; 24 3 21; 25 4 22; 26 5 23; 27 6 24; 28 7 25;
29 8 26; 30 9 27; 31 19 20; 32 20 21; 33 19 22; 34 20 37; 35 21 38; 36 22 25;
37 23 26; 38 24 27; 39 22 23; 40 23 24; 41 25 26; 42 26 27; 43 19 28; 44 20 29;
45 21 30; 46 22 31; 47 23 32; 48 24 33; 49 25 34; 50 26 35; 51 27 36; 52 28 29;
53 29 30; 54 28 31; 55 29 32; 56 30 33; 57 31 34; 58 32 35; 59 33 36; 60 31 32;
61 32 33; 62 34 35; 63 35 36; 64 37 23; 65 38 24; 66 37 38; 67 25 39; 68 26 40;
69 27 41; 70 39 40; 71 40 41;
START GROUP DEFINITION
FLOOR
_2F-1 31 TO 35 39 64 66
_2F-2 36 TO 42
_2F-3 40 64 TO 66
_2F-4 41 42 67 TO 71
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+07
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-05
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
13 TO 30 43 TO 51 PRIS YD 0.3 ZD 0.3
1 TO 12 31 TO 42 52 TO 65 67 TO 71 PRIS YD 0.4 ZD 0.2
66 PRIS YD 0.3 ZD 0.2
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
10 TO 18 PINNED
MEMBER RELEASE
66 START MZ
66 END MZ
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Dead  TITLE RF-DL
SELFWEIGHT Y 1
FLOOR LOAD
_2F-1 FLOAD 5.3 GY
_2F-2 FLOAD 5.3 GY
ONEWAY LOAD
_2F-3 ONE 5.3 GY
_2F-4 ONE 5.3 GY
MEMBER LOAD
31 TO 33 35 36 38 41 42 65 UNI GY 9.238
67 69 TO 71 UNI GY 2.98
1 TO 12 UNI GY 9.641
55 58 UNI GY 3.78
54 56 57 59 UNI GY 2.73
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 1.5 JOINT 1 TO 9
DIA 2 TYPE RIG HEI 5 JOINT 19 TO 27 37 TO 41
DIA 3 TYPE RIG HEI 8.5 JOINT 28 TO 36
CHECK SOFT STORY ASCE7
DEFINE UBC LOAD
ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
REFERENCE LOAD Y
R1 1.0 
*CHECK SOFT STORY
*SELFWEIGHT Y 1 
LOAD 1 LOADTYPE Seismic-H  TITLE EX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 2 LOADTYPE Seismic-H  TITLE EZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
CHANGE
LOAD 3 LOADTYPE Dead  TITLE DL
REFERENCE LOAD
R1 -1.0 
LOAD 4 LOADTYPE Live  TITLE LL
FLOOR LOAD
_2F-1 FLOAD -1.9 GY
_2F-2 FLOAD -1.9 GY
ONEWAY LOAD
_2F-3 ONE -1.9 GY
_2F-4 ONE -1.9 GY
MEMBER LOAD
55 58 UNI GY 2.7
54 56 57 59 UNI GY 1.95
PERFORM ANALYSIS
FINISH
