STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 15-Aug-12
END JOB INFORMATION
INPUT WIDTH 79
SET PRINT 1
UNIT METER KN
JOINT COORDINATES
1 0 0 0; 2 5.45 0 0; 3 10.9 0 0; 4 0 0 3; 5 5.45 0 3; 6 10.9 0 3; 7 0 0 6.3;
8 5.45 0 6.3; 9 10.9 0 6.3; 10 0 0 9.7; 11 5.45 0 9.7; 12 10.9 0 9.7;
13 0 0 13; 14 5.45 0 13; 15 10.9 0 13; 16 0 0.85 0; 17 5.45 0.85 0;
18 10.9 0.85 0; 19 0 0.85 3; 20 5.45 0.85 3; 21 10.9 0.85 3; 22 0 0.85 6.3;
23 5.45 0.85 6.3; 24 10.9 0.85 6.3; 25 0 0.85 9.7; 26 5.45 0.85 9.7;
27 10.9 0.85 9.7; 28 0 0.85 13; 29 5.45 0.85 13; 30 10.9 0.85 13; 31 0 5.05 0;
32 5.45 5.05 0; 33 10.9 5.05 0; 34 0 5.05 3; 35 5.45 5.05 3; 36 10.9 5.05 3;
37 0 5.05 6.3; 38 5.45 5.05 6.3; 39 10.9 5.05 6.3; 40 0 5.05 9.7;
41 5.45 5.05 9.7; 42 10.9 5.05 9.7; 43 0 5.05 13; 44 5.45 5.05 13;
45 10.9 5.05 13; 46 0 8.35 0; 47 5.45 8.35 0; 48 10.9 8.35 0; 49 0 8.35 3;
50 5.45 8.35 3; 51 10.9 8.35 3; 52 0 8.35 6.3; 53 5.45 8.35 6.3;
54 10.9 8.35 6.3; 55 0 8.35 9.7; 56 5.45 8.35 9.7; 57 10.9 8.35 9.7;
58 0 8.35 13; 59 5.45 8.35 13; 60 10.9 8.35 13; 61 0 11.65 0; 62 5.45 11.65 0;
63 10.9 11.65 0; 64 0 11.65 3; 65 5.45 11.65 3; 66 10.9 11.65 3;
67 0 11.65 6.3; 68 5.45 11.65 6.3; 69 10.9 11.65 6.3; 70 0 11.65 9.7;
71 5.45 11.65 9.7; 72 10.9 11.65 9.7; 73 0 11.65 13; 74 5.45 11.65 13;
75 10.9 11.65 13;
MEMBER INCIDENCES
23 1 16; 24 2 17; 25 3 18; 26 4 19; 27 5 20; 28 6 21; 29 7 22; 30 8 23;
31 9 24; 32 10 25; 33 11 26; 34 12 27; 35 13 28; 36 14 29; 37 15 30; 38 16 17;
39 17 18; 40 19 20; 41 20 21; 42 22 23; 43 23 24; 44 25 26; 45 26 27; 46 28 29;
47 29 30; 48 16 19; 49 19 22; 50 22 25; 51 25 28; 52 17 20; 53 20 23; 54 23 26;
55 26 29; 56 18 21; 57 21 24; 58 24 27; 59 27 30; 60 16 31; 61 17 32; 62 18 33;
63 19 34; 64 20 35; 65 21 36; 66 22 37; 67 23 38; 68 24 39; 69 25 40; 70 26 41;
71 27 42; 72 28 43; 73 29 44; 74 30 45; 75 31 32; 76 32 33; 77 34 35; 78 35 36;
79 37 38; 80 38 39; 81 40 41; 82 41 42; 83 43 44; 84 44 45; 85 31 34; 86 34 37;
87 37 40; 88 40 43; 89 32 35; 90 35 38; 91 38 41; 92 41 44; 93 33 36; 94 36 39;
95 39 42; 96 42 45; 97 31 46; 98 32 47; 99 33 48; 100 34 49; 101 35 50;
102 36 51; 103 37 52; 104 38 53; 105 39 54; 106 40 55; 107 41 56; 108 42 57;
109 43 58; 110 44 59; 111 45 60; 112 46 47; 113 47 48; 114 49 50; 115 50 51;
116 52 53; 117 53 54; 118 55 56; 119 56 57; 120 58 59; 121 59 60; 122 46 49;
123 49 52; 124 52 55; 125 55 58; 126 47 50; 127 50 53; 128 53 56; 129 56 59;
130 48 51; 131 51 54; 132 54 57; 133 57 60; 134 46 61; 135 47 62; 136 48 63;
137 49 64; 138 50 65; 139 51 66; 140 52 67; 141 53 68; 142 54 69; 143 55 70;
144 56 71; 145 57 72; 146 58 73; 147 59 74; 148 60 75; 149 61 62; 150 62 63;
151 64 65; 152 65 66; 153 67 68; 154 68 69; 155 70 71; 156 71 72; 157 73 74;
158 74 75; 159 61 64; 160 64 67; 161 67 70; 162 70 73; 163 62 65; 164 65 68;
165 68 71; 166 71 74; 167 63 66; 168 66 69; 169 69 72; 170 72 75;
SUPPORTS
1 TO 15 FIXED
START GROUP DEFINITION
FLOOR
_1STFLOOR 75 TO 96
_2NDFLOOR 112 TO 133
_ROOF 149 TO 170
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
MEMBER PROPERTY AMERICAN
23 TO 170 PRIS YD 0.65 ZD 0.3
CONSTANTS
MATERIAL CONCRETE ALL
*DEFINE 1893 LOAD
*ZONE 0.36 RF 5 I 1 SS 3 ST 3 DM 0.05 DT 1.8
*SELFWEIGHT 1
*MEMBER WEIGHT
*40 41 46 TO 59 UNI 14
*77 78 83 TO 88 90 TO 96 114 115 120 TO 125 127 TO 133 UNI 7
*149 150 157 TO 162 167 TO 170 UNI 2.25
*42 TO 45 75 76 112 113 UNI 4.5
*38 39 UNI 8.25
*FLOOR WEIGHT
*_1STFLOOR FLOAD 5
*_2NDFLOOR FLOAD 5
*_ROOF FLOAD 5
*_1STFLOOR FLOAD 1.5
*_2NDFLOOR FLOAD 1.5
DEFINE REFERENCE LOADS
LOAD R1 LOADTYPE Mass  TITLE MASS
SELFWEIGHT X 1 
SELFWEIGHT Y 1 
SELFWEIGHT Z 1 
MEMBER LOAD
40 41 46 TO 59 UNI GX 14
40 41 46 TO 59 UNI GY 14
40 41 46 TO 59 UNI GZ 14
77 78 83 TO 88 90 TO 96 114 115 120 TO 125 127 TO 133 UNI GX 7
77 78 83 TO 88 90 TO 96 114 115 120 TO 125 127 TO 133 UNI GY 7
77 78 83 TO 88 90 TO 96 114 115 120 TO 125 127 TO 133 UNI GZ 7
149 150 157 TO 162 167 TO 170 UNI GX 2.25
149 150 157 TO 162 167 TO 170 UNI GY 2.25
149 150 157 TO 162 167 TO 170 UNI GZ 2.25
42 TO 45 75 76 112 113 UNI GX 4.5
42 TO 45 75 76 112 113 UNI GY 4.5
42 TO 45 75 76 112 113 UNI GZ 4.5
38 39 UNI GX 8.25
38 39 UNI GY 8.25
38 39 UNI GZ 8.25
FLOOR LOAD
_1STFLOOR FLOAD 5 GX
_1STFLOOR FLOAD 5 GY
_1STFLOOR FLOAD 5 GZ
_2NDFLOOR FLOAD 5 GX
_2NDFLOOR FLOAD 5 GY
_2NDFLOOR FLOAD 5 GZ
_ROOF FLOAD 5 GX
_ROOF FLOAD 5 GY
_ROOF FLOAD 5 GZ
_1STFLOOR FLOAD 1.5 GX
_1STFLOOR FLOAD 1.5 GY
_1STFLOOR FLOAD 1.5 GZ
_2NDFLOOR FLOAD 1.5 GX
_2NDFLOOR FLOAD 1.5 GY
_2NDFLOOR FLOAD 1.5 GZ
END DEFINE REFERENCE LOADS
*********************************************************************8
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 0.85
DIA 2 TYPE RIG HEI 5.05
DIA 3 TYPE RIG HEI 8.35
DIA 4 TYPE RIG HEI 11.65
DEFINE 1893 LOAD
ZONE 0.36 RF 5 I 1 SS 3 ST 3 DM 0.05 
CHECK SOFT STOREY
*FLOOR HEIGHT
*0;0.85;5.05;8.35;11.65
*FLOOR HEIGHT
*0; 0.85; 5.05; 8.35; 11.65;
*CHECK SOFT STOREY
LOAD 100 LOADTYPE Seismic  TITLE LOAD CASE 1 SLX
1893 LOAD X 1
LOAD 101 LOADTYPE Seismic  TITLE LOAD CASE 2 SLZ
1893 LOAD Z 1
LOAD 3 LOADTYPE Dead  TITLE LOAD CASE 3 DL
SELFWEIGHT Y -1 
MEMBER LOAD
40 41 46 TO 59 UNI GY -14
77 78 83 TO 88 90 TO 96 114 115 120 TO 125 127 TO 133 UNI GY -7
149 150 157 TO 162 167 TO 170 UNI GY -2.25
42 TO 45 75 76 112 113 UNI GY -4.5
38 39 UNI GY -8.25
FLOOR LOAD
_1STFLOOR FLOAD -5 GY
_2NDFLOOR FLOAD -5 GY
_ROOF FLOAD -5 GY
LOAD 4 LOADTYPE Live  TITLE LOAD CASE 4 LL
FLOOR LOAD
_1STFLOOR FLOAD -3 GY
_2NDFLOOR FLOAD -3 GY
_ROOF FLOAD -1.5 GY
LOAD 1 LOADTYPE Seismic  TITLE LOAD CASE 1 RSX
SPECTRUM CSM 1893 TOR ECC 0.05 X 0.036 ACC SCALE 0.97 DAMP 0.05 DOMINANT 0
SOIL TYPE 2
LOAD 2 LOADTYPE Seismic  TITLE LOAD CASE 2 RSZ
SPECTRUM CSM 1893 TOR ECC 0.05 Z 0.036 ACC SCALE 0.97 DAMP 0.05 DOMINANT 0
SOIL TYPE 2
LOAD COMB 5 Generated Indian Code Genral_Structures 1
3 1.5 4 1.5 
LOAD COMB 6 Generated Indian Code Genral_Structures 2
3 1.2 4 1.2 
LOAD COMB 7 Generated Indian Code Genral_Structures 3
3 1.2 4 1.2 100 1.2 
LOAD COMB 8 Generated Indian Code Genral_Structures 4
3 1.2 4 1.2 101 1.2 
LOAD COMB 9 Generated Indian Code Genral_Structures 5
3 1.2 4 1.2 1 1.2 
LOAD COMB 10 Generated Indian Code Genral_Structures 6
3 1.2 4 1.2 2 1.2 
LOAD COMB 11 Generated Indian Code Genral_Structures 7
3 1.2 4 1.2 100 -1.2 
LOAD COMB 12 Generated Indian Code Genral_Structures 8
3 1.2 4 1.2 101 -1.2 
LOAD COMB 13 Generated Indian Code Genral_Structures 9
3 1.2 4 1.2 1 -1.2 
LOAD COMB 14 Generated Indian Code Genral_Structures 10
3 1.2 4 1.2 2 -1.2 
LOAD COMB 15 Generated Indian Code Genral_Structures 11
3 1.5 
LOAD COMB 16 Generated Indian Code Genral_Structures 12
3 1.5 100 1.5 
LOAD COMB 17 Generated Indian Code Genral_Structures 13
3 1.5 101 1.5 
LOAD COMB 18 Generated Indian Code Genral_Structures 14
3 1.5 1 1.5 
LOAD COMB 19 Generated Indian Code Genral_Structures 15
3 1.5 2 1.5 
LOAD COMB 20 Generated Indian Code Genral_Structures 16
3 1.5 100 -1.5 
LOAD COMB 21 Generated Indian Code Genral_Structures 17
3 1.5 101 -1.5 
LOAD COMB 22 Generated Indian Code Genral_Structures 18
3 1.5 1 -1.5 
LOAD COMB 23 Generated Indian Code Genral_Structures 19
3 1.5 2 -1.5 
LOAD COMB 24 Generated Indian Code Genral_Structures 20
3 0.9 100 1.5 
LOAD COMB 25 Generated Indian Code Genral_Structures 21
3 0.9 101 1.5 
LOAD COMB 26 Generated Indian Code Genral_Structures 22
3 0.9 1 1.5 
LOAD COMB 27 Generated Indian Code Genral_Structures 23
3 0.9 2 1.5 
LOAD COMB 28 Generated Indian Code Genral_Structures 24
3 0.9 100 -1.5 
LOAD COMB 29 Generated Indian Code Genral_Structures 25
3 0.9 101 -1.5 
LOAD COMB 30 Generated Indian Code Genral_Structures 26
3 0.9 1 -1.5 
LOAD COMB 31 Generated Indian Code Genral_Structures 27
3 0.9 2 -1.5 
PERFORM ANALYSIS PRINT STATICS CHECK
PRINT DIA CR
**LOAD LIST 5 TO 18
*PRINT MEMBER FORCES LIST ALL
*PRINT SUPPORT REACTION LIST 1 TO 15
FINISH
