STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Sep-19
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 7 0 0; 3 7 0 6; 4 0 0 6; 5 7 0 4.8; 6 0 0 4.8; 7 3.5 0 0; 8 3.5 0 6;
15 0 4 0; 16 7 4 0; 17 7 4 6; 18 0 4 6; 19 3.5 4 0; 20 3.5 4 6; 21 3.5 0 4.8;
22 7 4 3; 23 0 4 3; 24 3.5 4 3; 25 0 -1.5 0; 26 7 -1.5 0; 27 7 -1.5 6;
28 0 -1.5 6; 29 3.5 -1.5 0; 30 3.5 -1.5 6;
MEMBER INCIDENCES
1 1 7; 2 2 5; 3 3 8; 4 4 6; 5 5 3; 6 6 1; 8 7 2; 9 8 4; 22 15 19; 23 19 16;
24 16 22; 25 18 20; 26 20 17; 27 15 23; 34 7 21; 35 21 8; 36 5 21; 37 21 6;
38 19 24; 39 18 4; 40 15 1; 41 19 7; 42 16 2; 43 17 3; 44 20 8; 45 22 17;
46 23 18; 47 24 20; 48 23 24; 49 24 22; 50 1 25; 51 2 26; 52 3 27; 53 4 28;
54 7 29; 55 8 30;
START GROUP DEFINITION
MEMBER
_ROOFBEAM1 24 27 38 45 TO 47
_ROOFBEAM2 22 23 25 26 48 49
_COLUMN 39 TO 44
_PLINTHBEAM 1 TO 6 8 9 34 TO 37
END GROUP DEFINITION
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 27579
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE ALL
MEMBER PROPERTY AMERICAN
39 TO 44 50 TO 55 PRIS YD 0.45 ZD 0.45
22 23 25 26 48 49 PRIS YD 0.4 ZD 0.25
1 TO 6 8 9 24 27 34 TO 38 45 TO 47 PRIS YD 0.45 ZD 0.25
SUPPORTS
25 TO 30 FIXED
DEFINE 1893 LOAD
ZONE 0.36 RF 3 I 1.5 SS 2 ST 1 DM 0.05
SELFWEIGHT 1 
FLOOR WEIGHT
YRANGE 4 4 FLOAD -12.75 XRANGE 0 7 ZRANGE 0 6
YRANGE 0 0 FLOAD -3.75 XRANGE 0 7 ZRANGE 0 6
LOAD 1 LOADTYPE Seismic  TITLE SL+X
1893 LOAD X 1
LOAD 2 LOADTYPE Seismic  TITLE SL-X
1893 LOAD X -1
LOAD 3 LOADTYPE Seismic  TITLE SL+Z
1893 LOAD Z 1
LOAD 4 LOADTYPE Seismic  TITLE SL-Z
1893 LOAD Z -1
LOAD 5 LOADTYPE Dead  TITLE DL
SELFWEIGHT Y -1 
FLOOR LOAD
YRANGE 4 4 FLOAD -12.75 XRANGE 0 7  ZRANGE 0 6  GY
MEMBER LOAD
1 TO 6 8 9 36 37 UNI GY -15
22 23 25 26 CON GY -1 1.75 0
JOINT LOAD
15 TO 20 FY -1
MEMBER LOAD
22 TO 27 38 45 TO 49 UNI GY -2.5
FLOOR LOAD
YRANGE 0 0 FLOAD -3.75 XRANGE 0 7  ZRANGE 0 6  GY
LOAD 6 LOADTYPE Live  TITLE LL
FLOOR LOAD
YRANGE 4 4 FLOAD -0.75 XRANGE 0 7  ZRANGE 0 6  GY
YRANGE 0 0 FLOAD -5 XRANGE 0 7  ZRANGE 0 6  GY
LOAD COMB 7 1.5(DL+LL)
5 1.5 6 1.5 
LOAD COMB 8 1.5(DL+SL+X)
5 1.5 1 1.5 
LOAD COMB 9 1.5(DL+SL-X)
5 1.5 2 1.5 
LOAD COMB 10 1.5(DL+SL+Z)
5 1.5 3 1.5 
LOAD COMB 11 1.5(DL+SL-Z)
5 1.5 4 1.5 
LOAD COMB 12 0.9DL+1.5SL+X
5 0.9 1 1.5 
LOAD COMB 13 0.9DL+1.5SL-X
5 0.9 2 1.5 
LOAD COMB 14 0.9DL+1.5SL+Z
5 0.9 3 1.5 
LOAD COMB 15 0.9DL+1.5SL-Z
5 0.9 4 1.5 
LOAD COMB 16 1.2(DL+LL+SL+X)
5 1.2 6 1.2 1 1.2 
LOAD COMB 17 1.2(DL+LL+SL-X)
5 1.2 6 1.2 2 1.2 
LOAD COMB 18 1.2(DL+LL+SL+Z)
5 1.2 6 1.2 3 1.2 
LOAD COMB 19 1.2(DL+LL+SL-Z)
5 1.2 6 1.2 4 1.2 
LOAD COMB 20 DL+LL
5 1.0 6 1.0 
LOAD COMB 21 DL+SL+X
5 1.0 1 1.0 
LOAD COMB 22 DL+SL-X
5 1.0 2 1.0 
LOAD COMB 23 DL+SL+Z
5 1.0 3 1.0 
LOAD COMB 24 DL+SL-Z
5 1.0 4 1.0 
LOAD COMB 25 DL+0.8(LL+SL+X)
5 1.0 6 0.8 1 0.8 
LOAD COMB 26 DL+0.8(LL+SL-X)
5 1.0 6 0.8 2 0.8 
LOAD COMB 27 DL+0.8(LL+SL+Z)
5 1.0 6 0.8 3 0.8 
LOAD COMB 28 DL+0.8(LL+SL-Z)
5 1.0 6 0.8 4 0.8 
PERFORM ANALYSIS PRINT ALL
START CONCRETE DESIGN
CODE INDIAN
CLEAR 0.025 MEMB 1 TO 6 8 9 22 TO 27 34 TO 38 45 TO 49
FC 25000 ALL
FYMAIN 500000 ALL
FYSEC 500000 ALL
DESIGN BEAM 1 TO 6 8 9 22 TO 27 34 TO 38 45 TO 49
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS PRINT ALL
FINISH
