STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 27-Apr-17
END JOB INFORMATION
INPUT WIDTH 79
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 3.81 0 0; 3 7.62 0 0; 4 0 3 0; 5 3.81 3 0; 6 7.62 3 0; 7 0 6 0;
8 3.81 6 0; 9 7.62 6 0; 10 0 9 0; 11 3.81 9 0; 12 7.62 9 0; 13 0 0 3.048;
14 3.81 0 3.048; 15 7.62 0 3.048; 16 0 3 3.048; 17 3.81 3 3.048;
18 7.62 3 3.048; 19 0 6 3.048; 20 3.81 6 3.048; 21 7.62 6 3.048; 22 0 9 3.048;
23 3.81 9 3.048; 24 7.62 9 3.048; 25 0 0 6.096; 26 3.81 0 6.096;
27 7.62 0 6.096; 28 0 3 6.096; 29 3.81 3 6.096; 30 7.62 3 6.096; 31 0 6 6.096;
32 3.81 6 6.096; 33 7.62 6 6.096; 34 0 9 6.096; 35 3.81 9 6.096;
36 7.62 9 6.096; 37 0 0 9.144; 38 3.81 0 9.144; 39 7.62 0 9.144; 40 0 3 9.144;
41 3.81 3 9.144; 42 7.62 3 9.144; 43 0 6 9.144; 44 3.81 6 9.144;
45 7.62 6 9.144; 46 0 9 9.144; 47 3.81 9 9.144; 48 7.62 9 9.144;
MEMBER INCIDENCES
1 4 5; 2 5 6; 3 7 8; 4 8 9; 5 10 11; 6 11 12; 7 1 4; 8 2 5; 9 3 6; 10 4 7;
11 5 8; 12 6 9; 13 7 10; 14 8 11; 15 9 12; 16 16 17; 17 17 18; 18 19 20;
19 20 21; 20 22 23; 21 23 24; 22 13 16; 23 14 17; 24 15 18; 25 16 19; 26 17 20;
27 18 21; 28 19 22; 29 20 23; 30 21 24; 31 28 29; 32 29 30; 33 31 32; 34 32 33;
35 34 35; 36 35 36; 37 25 28; 38 26 29; 39 27 30; 40 28 31; 41 29 32; 42 30 33;
43 31 34; 44 32 35; 45 33 36; 46 40 41; 47 41 42; 48 43 44; 49 44 45; 50 46 47;
51 47 48; 52 37 40; 53 38 41; 54 39 42; 55 40 43; 56 41 44; 57 42 45; 58 43 46;
59 44 47; 60 45 48; 61 4 16; 62 5 17; 63 6 18; 64 7 19; 65 8 20; 66 9 21;
67 10 22; 68 11 23; 69 12 24; 70 16 28; 71 17 29; 72 18 30; 73 19 31; 74 20 32;
75 21 33; 76 22 34; 77 23 35; 78 24 36; 79 28 40; 80 29 41; 81 30 42; 82 31 43;
83 32 44; 84 33 45; 85 34 46; 86 35 47; 87 36 48;
ELEMENT INCIDENCES SHELL
88 7 8 20 19; 89 8 9 21 20; 90 19 20 32 31; 91 20 21 33 32; 92 31 32 44 43;
93 32 33 45 44; 94 10 11 23 22; 95 11 12 24 23; 96 22 23 35 34; 97 23 24 36 35;
98 34 35 47 46; 99 35 36 48 47;
ELEMENT PROPERTY
88 TO 99 THICKNESS 0.125
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.17185e+007
POISSON 0.17
DENSITY 23.5616
ALPHA 1e-005
DAMP 0.05
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
1 TO 6 16 TO 21 31 TO 36 46 TO 51 61 TO 87 PRIS YD 0.3 ZD 0.23
7 TO 15 22 TO 30 37 TO 45 52 TO 60 PRIS YD 0.23 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
1 TO 3 13 TO 15 25 TO 27 37 TO 39 FIXED
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1 SS 2 ST 1 DM 0.05 DT 3
SELFWEIGHT
MEMBER WEIGHT
5 6 50 51 67 69 76 78 85 87 UNI 2.5
16 TO 21 31 TO 36 62 65 68 71 74 77 80 83 86 UNI 6
1 TO 4 46 TO 49 61 63 64 66 70 72 73 75 79 81 82 84 UNI 12
FLOOR WEIGHT
YRANGE 3 9 FLOAD 5
LOAD 3 LOADTYPE Seismic  TITLE SL+X
1893 LOAD X 1
LOAD 4 LOADTYPE Seismic  TITLE SL-X
1893 LOAD X -1
LOAD 5 LOADTYPE Seismic  TITLE SL+Z
1893 LOAD Z 1
LOAD 6 LOADTYPE Seismic  TITLE SL-Z
1893 LOAD Z -1
LOAD 1 LOADTYPE Dead  TITLE DL
MEMBER LOAD
5 6 50 51 67 69 76 78 85 87 UNI GY -2.5
16 TO 21 31 TO 36 62 65 68 71 74 77 80 83 86 UNI GY -6
1 TO 4 46 TO 49 61 63 64 66 70 72 73 75 79 81 82 84 UNI GY -12
FLOOR LOAD
YRANGE 3 9 FLOAD -5 GY
LOAD 2 LOADTYPE Dead  TITLE LL
FLOOR LOAD
YRANGE 3 9 FLOAD -2 GY
LOAD COMB 7 DL+LL
1 1.5 2 1.5 
LOAD COMB 8 DL+LL+SL+X
1 1.2 2 1.2 3 1.2 
LOAD COMB 9 DL+LL+SL-X
1 1.2 2 1.2 4 1.2 
LOAD COMB 10 DL+LL+SL+Z
1 1.2 2 1.2 5 1.2 
LOAD COMB 11 DL+LL+SL-Z
1 1.2 2 1.2 6 1.2 

START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 20 MEMB 88 TO 99
CLEAR 25 MEMB 1 TO 6 16 TO 21 31 TO 36 46 TO 51 61 TO 87
CLEAR 40 MEMB 7 TO 15 22 TO 30 37 TO 45 52 TO 60
FC 25 ALL
FYMAIN 500 ALL
FYSEC 500 ALL
MAXMAIN 16 ALL
MAXSEC 12 ALL
MINMAIN 10 ALL
MINSEC 8 ALL
TRACK 1 ALL
DESIGN BEAM 1 TO 6 16 TO 21 31 TO 36 46 TO 51 61 TO 87
DESIGN COLUMN 7 TO 15 22 TO 30 37 TO 45 52 TO 60
DESIGN ELEMENT 88 TO 99
CONCRETE TAKE
END CONCRETE DESIGN
PERFORM ANALYSIS
PRINT ANALYSIS RESULTS
FINISH
